[Technical Field]
[0001] The present disclosure relates to a camber adjustment device of a prefabricated truss
bridge and a prefabricated truss bridge having the same, and more particularly, to
a camber adjustment device of a prefabricated truss bridge capable of adjusting a
camber to a desired level to compensate for deflection due to a load, and a prefabricated
truss bridge having the same.
[Background Art]
[0002] Generally, a truss structure is a frame structure in which joint points are connected
by pins so that members do not bend, and an arch type, a suspension type, and a beam
type are generally used. Such a truss structure is widely used as a building/civil
engineering member that is lightweight and receives a large load.
[0003] Such a truss structure is typically used as a truss bridge. A prefabricated truss
bridge, which is a type of such a truss bridge, is used as a truss bridge by continuously
connecting truss panels, which are one unit, according to a length. More specifically,
the truss panel is composed of an upper chord member and a lower chord member, and
a plurality of vertical members and diagonal members for connecting the upper chord
member and the lower chord member, and one end and the other end of the vertical member
and the diagonal member are fixedly connected to the upper chord member and the lower
chord member by welding, respectively. In addition, connection fittings are provided
at both ends of the upper chord member and the lower chord member to connect the adjacent
upper chord member and lower chord member through pins.
[0004] However, the existing prefabricated truss bridge is assembled in a straight line
as the lengths of the upper chord member and the lower chord member are provided to
be the same, but there is a problem that deflection occurs due to self-weight and
superimposed load. When such deflection occurs, the driver's field of view is directed
toward the floor when entering the bridge, which causes anxiety, and the drivability
of the vehicle also deteriorates. Accordingly, conventionally, a camber (camber) that
causes an initial shape to soar upward was introduced to compensate for this during
the manufacture of the prefabricated truss bridge, but in the existing prefabricated
truss bridge, the camber is not considered at all and is being constructed.
[Detailed Description of the Invention]
[Technical Problem]
[0005] An aspect of the present disclosure is to provide a camber adjustment device of a
prefabricated truss bridge capable of introducing a camber to a prefabricated truss
bridge as well as adjusting the camber according to a position to be installed and
a length of the bridge, and a prefabricated truss bridge having the same.
[Technical Solution]
[0006] According to an aspect of the present disclosure, there is provided a camber adjustment
device of a prefabricated truss bridge formed by assembling truss panels composed
of an upper chord member, a lower chord member, a vertical member, and a diagonal
member in one direction, the camber adjustment device comprising: a connection member
provided at both ends of the upper chord member and the lower chord member, respectively,
to connect the upper chord member and the lower chord member with an adjacent upper
chord member and lower chord member, wherein the connection member is provided to
be length-adjustable from both ends of the upper chord member and the lower chord
member, respectively, by a length adjusting means.
[0007] According to another aspect of the present disclosure, there is provided a prefabricated
truss bridge comprising: a truss panel composed of an upper chord member, a lower
chord member, a vertical member, and a diagonal member; a connection member provided
at both ends of the upper chord member and the lower chord member, respectively, and
provided to connect the upper chord member and the lower chord member with an adjacent
upper chord member and lower chord member; and a fastening member for connecting and
fixing the connection member and a connection member of an adjacent truss panel, wherein
the connection member is provided to be length-adjustable from both ends of the upper
chord member and the lower chord member, respectively, by a length adjusting means,
and each truss panel is assembled such that a total length of the upper chord member
including a length of the connection member is formed longer than a total length of
the lower chord member including the length of the connection member so that a camber
is formed.
[0008] The length adjusting means may include: a plurality of bolt holes formed at regular
intervals along a length direction of the upper chord member and the lower chord member;
the connection member provided with a plurality of through holes corresponding to
the plurality of bolt holes and provided such that a part thereof is inserted inward
from both ends of the upper chord member and the lower chord member; and a fixing
bolt for adjusting an insertion length of the connection member to limit a movement
of the connection member through the bolt hole and the through hole.
[0009] The connection member may include: a fastening part in which a fastening hole into
which the fastening member is assembled is formed so as to be connected and fixed
to a connection member provided in an adjacent upper chord member and lower chord
member; and an insertion part extending from the fastening part and having the plurality
of through holes formed therein.
[0010] In an embodiment of the present disclosure, the length adjusting means may include:
a hydraulic cylinder inserted and fixed to both ends of the upper chord member and
the lower chord member; and the connection member provided to be advanceable and retractable
according to an operation of the hydraulic cylinder.
[0011] The connection member may include: a fastening part in which a fastening hole into
which the fastening member is assembled is formed so as to be connected and fixed
to a connection member provided in an adjacent upper chord member and lower chord
member; and an insertion part extending from the fastening part and inserted and installed
in the hydraulic cylinder to be slidable.
[0012] In another embodiment of the present disclosure, the length adjusting means may include:
a coupling part inserted and fixed to both ends of the upper chord member and the
lower chord member and having a coupling hole in which a female thread is formed therein;
and the connection member screw-coupled to the female thread of the coupling hole
and provided to be advanceable and retractable according to a rotation direction.
[0013] The connection member may include: a fastening part in which a fastening hole into
which the fastening member is assembled is formed so as to be connected and fixed
to a connection member provided in an adjacent upper chord member and lower chord
member; and an insertion part extending from the fastening part and having a male
thread screw-coupled to the female thread formed on an outer circumferential surface
thereof.
[0014] In another embodiment of the present disclosure, the length adjusting means may include:
an intermediate connection part inserted into both ends of the upper chord member
and the lower chord member and having inner wedge-shaped concavo-convex portions formed
on both inner side surfaces along a length direction; the connection member having
outer wedge-shaped concavo-convex portions corresponding to the inner wedge-shaped
concavo-convex portions and fixed at a predetermined position of the intermediate
connection part; and a fixing bolt penetrating the upper chord member and the lower
chord member and the intermediate connection part to limit a movement of the intermediate
connection part.
[0015] The connection member may include: a fastening part in which a fastening hole into
which the fastening member is assembled is formed so as to be connected and fixed
to a connection member provided in an adjacent upper chord member and lower chord
member; and an insertion part extending from the fastening part and having the outer
wedge-shaped concavo-convex portion mating with the inner wedge-shaped concavo-convex
portion formed on a surface facing the inner wedge-shaped concavo-convex portion.
[Advantageous Effects]
[0016] The camber adjustment device of a prefabricated truss bridge and the prefabricated
truss bridge having the same according to an embodiment of the present disclosure
provide a connection member connecting the upper chord member and the lower chord
member with an adjacent upper chord member and lower chord member, respectively, to
be length-adjustable, thereby forming the length of the upper chord member to be longer
than the length of the lower chord member, so that a camber in which the truss bridge
is processed to soar upward can be formed. Accordingly, deflection due to self-weight
and superimposed load can be compensated for, and anxiety of a driver due to deflection
of an existing bridge can be resolved and drivability can be improved.
[0017] In addition, there is an effect that the camber required according to the length
of the bridge can be adjusted by easily adjusting the length through the connection
member.
[Description of Drawings]
[0018]
FIG. 1 is a view showing a truss panel provided with a camber adjustment device according
to an embodiment of the present disclosure.
FIG. 2 is a view showing a state of connecting truss panels provided with a camber
adjustment device according to an embodiment of the present disclosure.
FIG. 3 is a view showing a prefabricated truss bridge to which a camber is imparted
by a camber adjustment device according to an embodiment of the present disclosure.
FIG. 4 is a view showing a plan cross-sectional view and a front cross-sectional view
for explaining a length adjusting means of a camber adjustment device according to
an embodiment of the present disclosure.
FIG. 5 is a view showing a plan cross-sectional view and a front cross-sectional view
showing a state in which a length of a connection member is adjusted through the length
adjusting means of FIG. 4.
FIG. 6 is a view showing a plan cross-sectional view and a front cross-sectional view
for explaining another embodiment of a length adjusting means provided in a camber
adjustment device according to an embodiment of the present disclosure.
FIG. 7 is a view showing a plan cross-sectional view and a front cross-sectional view
showing a state in which a length of a connection member is adjusted through the length
adjusting means of FIG. 6.
FIG. 8 is a view showing a plan cross-sectional view and a front cross-sectional view
for explaining another embodiment of a length adjusting means provided in a camber
adjustment device according to an embodiment of the present disclosure.
FIG. 9 is a view showing a plan cross-sectional view and a front cross-sectional view
showing a state in which a length of a connection member is adjusted through the length
adjusting means of FIG. 8.
FIG. 10 is a view showing a plan cross-sectional view and a front cross-sectional
view for explaining another embodiment of a length adjusting means provided in a camber
adjustment device according to an embodiment of the present disclosure.
FIG. 11 is a view showing a plan cross-sectional view and a front cross-sectional
view showing a state in which a length of a connection member is adjusted through
the length adjusting means of FIG. 10.
FIG. 12 is a partially cutaway perspective view showing the length adjusting means
provided in the camber adjustment device of FIG. 10.
[Mode for Invention]
[0019] Hereinafter, embodiments of the present disclosure will be described in detail with
reference to the accompanying drawings. The following embodiments are presented to
sufficiently convey the spirit of the present disclosure to those skilled in the art
to which the present disclosure pertains. The present disclosure is not limited to
the embodiments presented herein and may be embodied in other forms. The drawings
may omit the illustration of parts irrelevant to the description in order to clarify
the present disclosure, and may exaggerate the sizes of components to facilitate understanding.
[0020] FIG. 1 is a view showing a truss panel provided with a camber adjustment device according
to an embodiment of the present disclosure, FIG. 2 is a view showing a state of connecting
truss panels provided with a camber adjustment device according to an embodiment of
the present disclosure, and FIG. 3 is a view showing a prefabricated truss bridge
to which a camber is imparted by a camber adjustment device according to an embodiment
of the present disclosure.
[0021] Referring to FIGS. 1 to 3, the camber adjustment device of the prefabricated truss
bridge 1 according to an aspect of the present disclosure may include a connection
member 100 capable of adjusting a length by a length adjusting means. The connection
member 100 is length-adjusted and performs a role of connecting an upper chord member
11 and a lower chord member 12 with an adjacent upper chord member 11 and lower chord
member 12. Specifically, the connection member 100 may be provided at both ends of
the upper chord member 11 and the lower chord member 12 of the truss panel 10, which
is one unit, respectively. Accordingly, the assembled truss bridge 1 can be manufactured
as it is continuously assembled with the adjacent truss panel 10 through the connection
member 100.
[0022] Meanwhile, the truss panel 10 may be composed of the upper chord member 11, the lower
chord member 12, a diagonal member 13, and a vertical member 14. The upper chord member
11 and the lower chord member 12 may have a predetermined length and may be provided
to have the same length as each other. In addition, the upper chord member 11 and
the lower chord member 12 may be provided to have a pipe shape in which hollow parts
11a and 12a are formed therein along a length direction. At this time, the hollow
parts 11a and 12a may be formed only in a portion where the connection member 100
is inserted through the length adjusting means to be described later. The upper chord
member 11 and the lower chord member 12 may be provided such that a cross-section
has various shapes such as a circle, a square, and a polygon.
[0023] The upper chord member 11 and the lower chord member 12 are spaced apart from each
other by a predetermined interval, and a plurality of diagonal members 13 and vertical
members 14 for supporting a load may be fixedly connected between the upper chord
member 11 and the lower chord member 12. That is, both ends of the diagonal member
13 and the vertical member 14 may be connected to and fixed to the upper chord member
11 and the lower chord member 12. The truss panel 10 including the upper chord member
11 and the lower chord member 12 connected by the vertical member 14 and the diagonal
member 13 is configured as one unit, and the prefabricated truss bridge can be manufactured
by connecting the truss panels 10 of each unit.
[0024] The connection members 100 may be provided at both ends of the upper chord member
11 and both ends of the lower chord member 12 of the truss panel 10, respectively,
and each connection member 100 is provided so that a length thereof can be adjusted
by the length adjusting means. For example, the length adjustment of the connection
member 100 through the length adjusting means may be performed through a bolt fastening
structure of a bolt hole, a sliding structure according to hydraulic operation, a
screw coupling structure, or a wedge-type connection part.
[0025] A length adjusting means according to an embodiment of the present disclosure will
be described with reference to FIGS. 4 and 5.
[0026] FIG. 4 is a view showing a plan cross-sectional view and a front cross-sectional
view for explaining a length adjusting means of a camber adjustment device according
to an embodiment of the present disclosure, and FIG. 5 is a view showing a plan cross-sectional
view and a front cross-sectional view showing a state in which a length of a connection
member is adjusted through the length adjusting means of FIG. 4.
[0027] Referring to FIGS. 4 and 5, the length adjusting means of the camber adjustment device
according to the present embodiment may include a bolt hole 110 formed in the upper
chord member 11 and the lower chord member 12, a through hole 102a formed in the connection
member 100, and a fixing bolt 120 inserted and fixed into the bolt hole 110 and the
through hole 102a.
[0028] The bolt holes 110 may be formed at regular intervals along the length direction
of the upper chord member 11 and the lower chord member 12. For example, a plurality
of bolt holes 110 are formed in a direction toward the center with respect to both
ends of the upper chord member 11 and the lower chord member 12. Here, the bolt hole
110 may be formed to penetrate from the front to the rear direction of the upper chord
member 11 and the lower chord member 12, but is not limited thereto, and may be formed
in a vertical direction.
[0029] The connection member 100 may be provided such that a part thereof is inserted from
both ends of the upper chord member 11 and the lower chord member 12. That is, the
connection member 100 may be inserted through the hollow parts 11a and 12a of the
upper chord member 11 and the lower chord member 12. The connection member 100 may
include a fastening part 101 connected to an adjacent connection member 100, and an
insertion part 102 inserted into the hollow parts 11a and 12a.
[0030] The fastening part 101 located at one end of the upper chord member 11 and the lower
chord member 12 is connected to the fastening part 101 of the connection member 100
located at the other end of the adjacent upper chord member 11 and lower chord member
12. A fastening hole 101a into which a fastening member 103 is assembled is formed
in the center of the fastening part 101. Accordingly, when adjacent fastening parts
101 overlap each other, the fastening holes 101a are provided to be located at the
same position. In this state, as the fastening member 103 is inserted into the fastening
hole 101a, the adjacent fastening parts 101 can be connected and fixed to each other.
At this time, the fastening member 103 may be composed of a pin or a bolt and a nut
inserted into and fixed to the fastening hole 101a.
[0031] The insertion part 102 is formed extending from the fastening part 101 and may be
provided to be inserted into the hollow parts 11a and 12a of the upper chord member
11 and the lower chord member 12. A plurality of through holes 102a may be formed
in the insertion part 102 to have an interval corresponding to the plurality of bolt
holes 110.
[0032] The fixing bolt 120 is provided to limit the movement of the connection member 100
through the bolt hole 110 and the through hole 102a. That is, the fixing bolt 120
may be fastened to the bolt hole 110 and the through hole 102a in a state in which
the insertion length of the connection member 100 is adjusted so that the bolt hole
110 and the through hole 102a coincide. Accordingly, the connection member 100 can
be fixed by adjusting the length in the length direction of the upper chord member
11 and the lower chord member 12, and can be connected to the adjacent connection
member 100. At this time, at least one fixing bolt 120 may be provided to be fastened
to the bolt hole 110 and the through hole 102a.
[0033] Meanwhile, the fastening part 101 provided on one side of the upper chord member
11 and the lower chord member 12 is provided as a pair of fastening pieces spaced
apart from each other, and the fastening part 101 provided on the other side is provided
as a single fastening piece and is illustrated as being inserted between the pair
of fastening pieces, but is not limited thereto, and the shape thereof may be variously
modified. For example, in the case where the adjacent upper chord members 11 and lower
chord members 12 are not twisted and the adjacent fastening parts 101 are fastened
by the fastening member 103, the formation position of the fastening part 101 may
be changed or may have any shape.
[0034] A length adjusting means according to another embodiment of the present disclosure
will be described with reference to FIGS. 6 and 7.
[0035] FIG. 6 is a view showing a plan cross-sectional view and a front cross-sectional
view for explaining another embodiment of a length adjusting means provided in a camber
adjustment device according to an embodiment of the present disclosure, and FIG. 7
is a view showing a plan cross-sectional view and a front cross-sectional view showing
a state in which a length of a connection member is adjusted through the length adjusting
means of FIG. 6.
[0036] Referring to FIGS. 6 and 7, the length adjusting means of the camber adjustment device
according to the present embodiment may include a hydraulic cylinder 210 inserted
into and fixed to both ends of the upper chord member 11 and the lower chord member
12, and the connection member 100 provided to be advanceable and retractable according
to an operation of the hydraulic cylinder 210.
[0037] The hydraulic cylinder 210 is provided in a form in which one side is open, and may
be inserted into and fixed to both ends of the upper chord member 11 and the lower
chord member 12, respectively. That is, the open portion may be installed to be exposed
at both ends of the upper chord member 11 and the lower chord member 12. At this time,
the hydraulic cylinder 210 may be fixed to the upper chord member 11 and the lower
chord member 12 by welding or bolts. The hydraulic cylinder 210 may be provided as
a typical hydraulic cylinder operated by receiving hydraulic pressure. Accordingly,
the connection member 100 inserted through the open portion of the hydraulic cylinder
210 may be provided to be advanceable and retractable according to the operation of
the hydraulic cylinder 210.
[0038] The connection member 100 may be provided such that a part thereof is inserted inward
from the open one side of the hydraulic cylinder 210. The connection member 100 may
include a fastening part 101 connected to an adjacent connection member 100, and an
insertion part 102 inserted into the hydraulic cylinder 210.
[0039] Here, the fastening part 101 is provided with the same structure as the fastening
part 101 of the previous embodiment. That is, it may be connected and fixed to the
adjacent fastening part 101 through the fastening member 103. Accordingly, a detailed
description of the fastening part 101 in the present embodiment will be omitted.
[0040] The insertion part 102 is inserted into the hydraulic cylinder 210 and may be provided
to advance and retract according to the operation of the hydraulic cylinder 210. That
is, when the adjacent fastening parts 101 are connected and fixed to each other through
the fastening member 103 in a state in which the hydraulic cylinder 210 operates and
the insertion part 102 is advanced to the adjacent connection member 100, the fastening
parts 101 are maintained in a connected and fixed state.
[0041] A length adjusting means according to another embodiment of the present disclosure
will be described with reference to FIGS. 8 and 9.
[0042] FIG. 8 is a view showing a plan cross-sectional view and a front cross-sectional
view for explaining another embodiment of a length adjusting means provided in a camber
adjustment device according to an embodiment of the present disclosure, and FIG. 9
is a view showing a plan cross-sectional view and a front cross-sectional view showing
a state in which a length of a connection member is adjusted through the length adjusting
means of FIG. 8.
[0043] Referring to FIGS. 8 and 9, the length adjusting means of the camber adjustment device
according to the present embodiment may include a coupling part 310 inserted and fixed
to both ends of the upper chord member 11 and the lower chord member 12, and the connection
member 100 screw-coupled to the coupling part 310.
[0044] The coupling part 310 may be inserted and fixed to both ends of the upper chord member
11 and the lower chord member 12, respectively. At this time, the coupling part 310
may be fixed to the upper chord member 11 and the lower chord member 12 by welding
or bolts. The coupling part 310 is provided with a coupling hole 311 in which a female
thread 312 is formed therein. At this time, the female threads 312 of the coupling
holes 311 provided on one side and the other side of the upper chord member 11 and
the lower chord member 12 may be formed in opposite directions to each other.
[0045] The connection member 100 is screw-coupled to the female thread 312 of the coupling
hole 311 and may be provided to be advanceable and retractable according to a rotation
direction. The connection member 100 may include a fastening part 101 connected to
an adjacent connection member 100, and an insertion part 102 inserted into the coupling
hole 311.
[0046] Here, the fastening part 101 is provided with the same structure as the fastening
part 101 of the previous embodiment. That is, it may be connected and fixed to the
adjacent fastening part 101 through the fastening member 103. Accordingly, a detailed
description of the fastening part 101 in the present embodiment will be omitted.
[0047] The insertion part 102 is formed extending from the fastening part 101, and a male
thread 102b may be formed on an outer circumferential surface thereof. Accordingly,
the insertion part 102 is screw-coupled to the female thread 312 and inserted into
the coupling part 310. That is, the connection member 100 advances and retracts from
the coupling part 310 according to the rotation direction of the connection member
100.
[0048] On the other hand, as the female threads 312 formed in the coupling holes 311 of
the coupling parts 310 facing each other are formed in opposite directions, the connection
members 100 screw-coupled to the respective coupling holes 311 perform the same movement
when rotated in directions opposite to each other. For example, when the connection
member 100 located on one side of the upper chord member 11 and the lower chord member
12 is rotated in a clockwise direction, it moves in an outward direction, and when
the connection member 100 located on the other side of the upper chord member 11 and
the lower chord member 12 is rotated in a counterclockwise direction, it moves in
an outward direction. Accordingly, it may be provided to adjust the length by rotating
the connected connection member 100 after connecting and fixing the mutually adjacent
connection members 100.
[0049] A length adjusting means according to another embodiment of the present disclosure
will be described with reference to FIGS. 10 to 12.
[0050] FIG. 10 is a view showing a plan cross-sectional view and a front cross-sectional
view for explaining another embodiment of a length adjusting means provided in a camber
adjustment device according to an embodiment of the present disclosure, FIG. 11 is
a view showing a plan cross-sectional view and a front cross-sectional view showing
a state in which a length of a connection member is adjusted through the length adjusting
means of FIG. 10, and FIG. 12 is a partially cutaway perspective view showing the
length adjusting means provided in the camber adjustment device of FIG. 10.
[0051] Referring to FIGS. 10 to 12, the length adjusting means of the camber adjustment
device according to the present embodiment may include an intermediate connection
part 410 inserted into both ends of the upper chord member 11 and the lower chord
member 12, the connection member 100 inserted and fixed to the intermediate connection
part 410, and a fixing bolt 420 for limiting a movement of the intermediate connection
part 410.
[0052] The intermediate connection part 410 may be inserted into both ends of the upper
chord member 11 and the lower chord member 12, respectively. In the intermediate connection
part 410, inner wedge-shaped concavo-convex portions 412 may be formed on both inner
side surfaces along a length direction. That is, the inner wedge-shaped concavo-convex
portions 412 may be formed to face each other.
[0053] The connection member 100 is provided with outer wedge-shaped concavo-convex portions
102c corresponding to the inner wedge-shaped concavo-convex portions 412 so that it
can be selectively fixed at a predetermined position of the intermediate connection
part 410. The connection member 100 may include a fastening part 101 connected to
an adjacent connection member 100, and an insertion part 102 inserted into the intermediate
connection part 410.
[0054] Here, the fastening part 101 is provided with the same structure as the fastening
part 101 of the previous embodiment. That is, it may be connected and fixed to the
adjacent fastening part 101 through the fastening member 103. Accordingly, a detailed
description of the fastening part 101 in the present embodiment will be omitted.
[0055] The insertion part 102 extends from the fastening part 101, and an outer wedge-shaped
concavo-convex portion 102c may be formed on an outer surface thereof. That is, on
the outer surface of the insertion part 102, the outer wedge-shaped concavo-convex
portion 102c mating with the inner wedge-shaped concavo-convex portion 412 may be
formed to face the inner wedge-shaped concavo-convex portion 412. Accordingly, it
may be configured such that the movement is fixed through the intermediate connection
part 410 in a state in which the length is adjusted by advancing and retracting the
connection member 100 in the direction of the adjacent connection member 100, and
after the length is adjusted, the intermediate connection part 410 is fixed by the
fixing bolt 420.
[0056] The fixing bolt 420 may be provided to penetrate the upper chord member 11 and the
lower chord member 12 and the intermediate connection part 410 to limit the movement
of the intermediate connection part 410. Although not shown, bolt holes for inserting
and fixing the fixing bolt 420 may be formed in the intermediate connection part 410
and the upper chord member 11 and the lower chord member 12. In addition, the bolt
holes (not shown) may be formed at regular intervals along the length direction of
the intermediate connection part 410, and accordingly, bolt holes may be formed in
the upper chord member 11 and the lower chord member 12 at intervals corresponding
to the bolt holes.
[0057] Through the length adjusting means according to various embodiments as described
above, the length of the connection member 100 can be adjusted. That is, by adjusting
the lengths of the connection members 100 provided at both ends of the upper chord
member 11 and the lower chord member 12, respectively, to connect and fix the adjacent
truss panels 10, the prefabricated truss bridge 1 to which the camber is imparted
can be manufactured. In order to impart such a camber, the length of the connection
member 100 must be adjusted so that the total length of the upper chord member 11
including the length of the connection member 100 (refer to 'L1' in FIG. 1) is formed
longer (L1 > L2) than the total length of the lower chord member 12 including the
length of the connection member 100 (refer to 'L2' in FIG. 1). When assembling adjacent
truss panels 10 through the connection member 100 length-adjusted as described above,
the prefabricated truss bridge 1 to which the camber is imparted as shown in FIG.
3 can be manufactured.
[0058] Meanwhile, as the length of the connection member 100 is adjusted, the length of
the connection member 100 can be selectively adjusted according to the entire length
of the bridge, so that the imparted camber can be easily adjusted.
[0059] As described above, although the present disclosure has been described by limited
embodiments and drawings, the present disclosure is not limited thereto, and it is
a matter of course that various modifications and variations can be made by those
skilled in the art to which the present disclosure pertains within the technical spirit
of the present disclosure and the equivalent scope of the claims described below.
1. A camber adjustment device of a prefabricated truss bridge formed by assembling truss
panels composed of an upper chord member, a lower chord member, a vertical member,
and a diagonal member in one direction, the camber adjustment device comprising:
a connection member provided at both ends of the upper chord member and the lower
chord member, respectively, to connect the upper chord member and the lower chord
member with an adjacent upper chord member and lower chord member,
wherein the connection member is provided to be length-adjustable from both ends of
the upper chord member and the lower chord member, respectively, by a length adjusting
means.
2. The camber adjustment device of a prefabricated truss bridge according to Claim 1,
wherein the length adjusting means comprises:
a plurality of bolt holes formed at regular intervals along a length direction of
the upper chord member and the lower chord member;
the connection member provided with a plurality of through holes corresponding to
the plurality of bolt holes and provided such that a part thereof is inserted inward
from both ends of the upper chord member and the lower chord member; and
a fixing bolt for adjusting an insertion length of the connection member to limit
a movement of the connection member through the bolt hole and the through hole.
3. The camber adjustment device of a prefabricated truss bridge according to Claim 2,
wherein the connection member comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and having the plurality of through
holes formed therein.
4. The camber adjustment device of a prefabricated truss bridge according to Claim 1,
wherein the length adjusting means comprises:
a hydraulic cylinder inserted and fixed to both ends of the upper chord member and
the lower chord member; and
the connection member provided to be advanceable and retractable according to an operation
of the hydraulic cylinder.
5. The camber adjustment device of a prefabricated truss bridge according to Claim 4,
wherein the connection member comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and inserted and installed in
the hydraulic cylinder to be slidable.
6. The camber adjustment device of a prefabricated truss bridge according to Claim 1,
wherein the length adjusting means comprises:
a coupling part inserted and fixed to both ends of the upper chord member and the
lower chord member and having a coupling hole in which a female thread is formed therein;
and
the connection member screw-coupled to the female thread of the coupling hole and
provided to be advanceable and retractable according to a rotation direction.
7. The camber adjustment device of a prefabricated truss bridge according to Claim 6,
wherein the connection member comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and having a male thread screw-coupled
to the female thread formed on an outer circumferential surface thereof.
8. The camber adjustment device of a prefabricated truss bridge according to Claim 1,
wherein the length adjusting means comprises:
an intermediate connection part inserted into both ends of the upper chord member
and the lower chord member and having inner wedge-shaped concavo-convex portions formed
on both inner side surfaces along a length direction;
the connection member having outer wedge-shaped concavo-convex portions corresponding
to the inner wedge-shaped concavo-convex portions and fixed at a predetermined position
of the intermediate connection part; and
a fixing bolt penetrating the upper chord member and the lower chord member and the
intermediate connection part to limit a movement of the intermediate connection part.
9. The camber adjustment device of a prefabricated truss bridge according to Claim 8,
wherein the connection member comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and having the outer wedge-shaped
concavo-convex portion mating with the inner wedge-shaped concavo-convex portion formed
on a surface facing the inner wedge-shaped concavo-convex portion.
10. A prefabricated truss bridge comprising:
a truss panel composed of an upper chord member, a lower chord member, a vertical
member, and a diagonal member;
a connection member provided at both ends of the upper chord member and the lower
chord member, respectively, and provided to connect the upper chord member and the
lower chord member with an adjacent upper chord member and lower chord member; and
a fastening member for connecting and fixing the connection member and a connection
member of an adjacent truss panel,
wherein the connection member is provided to be length-adjustable from both ends of
the upper chord member and the lower chord member, respectively, by a length adjusting
means, and
each truss panel is assembled such that a total length of the upper chord member including
a length of the connection member is formed longer than a total length of the lower
chord member including the length of the connection member so that a camber is formed.
11. The prefabricated truss bridge according to Claim 10, wherein the length adjusting
means comprises:
a plurality of bolt holes formed at regular intervals along a length direction of
the upper chord member and the lower chord member;
the connection member provided with a plurality of through holes corresponding to
the plurality of bolt holes and provided such that a part thereof is inserted inward
from both ends of the upper chord member and the lower chord member; and
a fixing bolt for adjusting an insertion length of the connection member to limit
a movement of the connection member through the bolt hole and the through hole.
12. The prefabricated truss bridge according to Claim 11, wherein the connection member
comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and having the plurality of through
holes formed therein.
13. The prefabricated truss bridge according to Claim 10, wherein the length adjusting
means comprises:
a hydraulic cylinder inserted and fixed to both ends of the upper chord member and
the lower chord member; and
the connection member provided to be advanceable and retractable according to an operation
of the hydraulic cylinder.
14. The prefabricated truss bridge according to Claim 13, wherein the connection member
comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and inserted and installed in
the hydraulic cylinder to be slidable.
15. The prefabricated truss bridge according to Claim 10, wherein the length adjusting
means comprises:
a coupling part inserted and fixed to both ends of the upper chord member and the
lower chord member and having a coupling hole in which a female thread is formed therein;
and
the connection member screw-coupled to the female thread of the coupling hole and
provided to be advanceable and retractable according to a rotation direction.
16. The prefabricated truss bridge according to Claim 15, wherein the connection member
comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and having a male thread screw-coupled
to the female thread formed on an outer circumferential surface thereof.
17. The prefabricated truss bridge according to Claim 10, wherein the length adjusting
means comprises:
an intermediate connection part inserted into both ends of the upper chord member
and the lower chord member and having inner wedge-shaped concavo-convex portions formed
on both inner side surfaces along a length direction;
the connection member having outer wedge-shaped concavo-convex portions corresponding
to the inner wedge-shaped concavo-convex portions and fixed at a predetermined position
of the intermediate connection part; and
a fixing bolt penetrating the upper chord member and the lower chord member and the
intermediate connection part to limit a movement of the intermediate connection part.
18. The prefabricated truss bridge according to Claim 17, wherein the connection member
comprises:
a fastening part in which a fastening hole into which a fastening member is assembled
is formed so as to be connected and fixed to a connection member provided in an adjacent
upper chord member and lower chord member; and
an insertion part extending from the fastening part and having the outer wedge-shaped
concavo-convex portion mating with the inner wedge-shaped concavo-convex portion formed
on a surface facing the inner wedge-shaped concavo-convex portion.