Technical Field
[0001] The invention relates to the technical field of structure protection in the operation
of bridges and buildings, and more specifically relates to a safety protection apparatus,
in particular a safety protection apparatus of elastic-plastic steel structure.
Technical Background
[0002] Traffic safety is not satisfactory in China for a long time. On numerous critical
structures that may affect the public transportation safety, no protection apparatuses
for isolating or mitigating the impacts of vehicles, such as cars or ships, are provided,
which directly threatens the safety of lives and properties. However, as the traffic
volume in China increases rapidly, the contradictions between cars or ships and the
surrounding buildings near roads or rivers become more and more significant. Accidents
of cars or ships crashing into bridge piers or surrounding buildings happen at times,
resulting in collapse of bridge piers or building structures, destroy of cars or ships
and casualty of human in serious cases. The reason is supposed to be that the direct
impact between cars or ships and the surrounding structures is a rigid collision,
during which extremely serious injuries will occur since no energy releasing or isolating
devices are provided.
[0003] In order to solve such problems, some protection measures such as increasing the
structural sizes of bridge piers or adopting simple protection devices, e.g., steel
tube fences or bumper piles, have already been used, which to some extent ensure the
structural safety of bridge piers. However, such devices are far from satisfying in
respect of aesthetics and practical applicability. And above all, since the impact
between cars or ships and the protection devices is still rigid collision, it is not
possible to alleviate the harm towards the vehicles or humans from the impact without
effective release of the energy.
Summary Of The Invention
[0004] An object of the present invention is to provide a safety protection apparatus of
elastic-plastic steel structure with high-efficient energy releasing ability in order
to solve the problems existing in the prior arts, e.g., the energy of collision cannot
be released effectively when rigid impacts occur between cars or ships and important
surrounding building structures or bridge piers so that it is unable to alleviate
the harm from the impacts towards vehicles or humans.
[0005] In order to solve the problems existing in the prior arts, the present invention
provides a safety protection apparatus of elastic-plastic steel structure, including
an outer protecting layer and buffering assemblies arranged in a layered manner along
the vertical direction and fixed within the outer protecting layer,
wherein each buffering assembly includes stiffening beams distributed in a layered
manner along the horizontal direction and buffer members uniformly bridging between
adjacent stiffening beams,
each of said buffer members comprises a pair of arc-shaped damping spokes fastened
to each other, one end of one of the damping spokes is crossed with one end of the
other damping spoke;
said buffer members of adjacent buffering assemblies are arranged in a stagger manner
with each other along the vertical direction, and
shock absorbing rubber elements are provided between vertically adjacent stiffening
beams, wherein vertically adjacent shock absorbing rubber elements are arranged in
a stagger manner with each other.
[0006] The crossed ends of said pair of damping spokes are connected with outer horizontal
stiffening beam, while the other ends are connected with adjacent inner horizontal
stiffening beam.
[0007] Said buffer members are provided on both the upper side and the lower side of said
stiffening beams, and the buffer members on the upper side are arranged in a stagger
manner along the vertical direction relative to those on the lower side.
[0008] A dustproof cover board is provided on the top of said outer protecting layer.
[0009] Suspended draglines are provided on the outer horizontal stiffening beam of the top
buffering assembly.
[0010] Said damping spoke is made from elastic-plastic mild steel, and has a longitudinal
cross section of C shape, semi-ellipse shape, nonlinear arc shape or the like.
[0011] Said stiffening beam is connected with the damping spoke via pins or rivets.
[0012] Said outer protecting layer is made by high-ductile steel plate with vulcanized rubber
thereon, and the transverse cross section of the outer protecting layer is of a closed
shape or a linear shape.
[0013] Compared with the prior arts, the present invention possesses the following advantages
and technical effects.
- 1. Compared with conventional collision-prevention devices, the safety protection
apparatus according to the present invention provides a flexible outer protecting
layer, damping spokes and shock absorbing rubber elements as energy releasing materials
for collision, which, through connection with annular stiffening beams one of which
being nested into the other, forms an elastic-plastic energy releasing apparatus with
a high integrity. When it is hit by a car or a ship, the safety protection apparatus
can prolong the duration of collision, release the energy from the collision and reduce
the impact force via the elastic-plastic deformation of the damping spokes. Due to
the integral effectiveness of the outer protecting layer and the stiffening beams,
more damping spokes will be subjected to the impact force, in particular in the case
of side collision. Therefore, the force can be transmitted farther, thus increasing
the area for receiving the impact force, dispersing the impact force and achieving
a more uniform stress condition.
- 2. The present invention provides a multilevel protection, which includes a three-level
energy releasing protection structure with a light collision protection level, an
intermediate collision protection level and a strong collision protection level. In
the case of the light collision, the outer protecting layer and the damping spokes
of the safety protection apparatus function together to generate a deformation which
will consume energy, but the elastic-plastic steel is substantially in a stage of
elastic deformation or only generates a relatively low plastic deformation. In the
case of the intermediate collision, the outer protecting layer and the steel damping
spokes of the safety protection apparatus function together to generate a deformation
which consumes energy, wherein the damping spokes are deformed plastically to a relatively
large extent. However, the displacement caused by the collision is still less than
the gap between the outer stiffening beams and the shock absorbing rubber elements.
Consequently, the outer stiffening beams cannot contact with the shock absorbing rubber
elements. In the case of the strong collision, the safety protection apparatus generates
a large displacement, enabling the outer stiffening beams to contact the shock absorbing
rubber elements. In this case, the safety protection apparatus can release energy
through the deformation of the outer protecting layer and the stiffening beams, the
plastic deformation of the damping spokes, and the compressing deformation of the
shock absorbing rubber elements all together. In this way, the duration of collision
is effectively prolonged, and the impact force is lowered significantly. Although
the damping spokes generate a large plastic deformation, the displacement limit of
the structural design would not be exceeded due to the shock absorbing rubber elements
provided to achieve a final limit protection and energy releasing function. Therefore,
no breakdown of the damping spokes will happen, and thus the integral function of
buffering collision of the safety protection apparatus is ensured. In addition, the
impact force can be applied to the bridge piers more uniformly due to the existence
of the shock absorbing rubber elements, and the bridge piers are better protected.
- 3. In the case of a side collision, the outer stiffening beam and the elastic-plastic
steel can rotate to a certain extent during the collision due to the pin joint between
the elastic-plastic steel and the outer stiffening beam, so that the impact point
of the cars or ships will change, with the result that most of the kinetic energy
of the cars or ships will be retained on the cars or ships, keeping the cars and ships
away from the bridge piers or the building structures without being stuck. In this
way, the energy exchange during the collision of cars or ships with the bridge piers
or the building structures is considerably reduced, thus protecting the bridge piers
or building structure.
- 4. The upper and lower layers of the damping spokes are arranged in a stagger way
with each other and connected to the stiffening beams in a symmetrical structure.
Therefore, the stress condition in collisions from different directions is also symmetrical.
Thus the protection effect in the case of collisions from various directions can be
ensured.
- 5. In the safety protection apparatus according to the invention, the bottom is separated
from the ground. In order to support the safety protection apparatus along the vertical
direction, the safety protection apparatus is provided with suspended draglines on
the top thereof. The draglines can restrict the deformation of the outer stiffening
beams of the safety protection apparatus along the vertical direction, thus mitigating
the effect of collision. Compared with the design of connecting the bottom of the
safety protection apparatus to the ground, wherein wastes will easily accumulate at
the bottom of the protection apparatus and thus influence on cleaning and the effect
of slipping of the safety protection apparatus after being subjected to the impact
force, the design of adopting suspended draglines is especially advantageous for the
deformation and maintenance of the safety protection apparatus.
- 6. The inner stiffening beam of the safety protection apparatus according to the invention
is mounted to surround the bridge piers or the building structures with no damages
being generated thereto. Therefore, the safety protection apparatus can be used in
a variety of applications. The stiffening beams, the steel damping spokes and the
shock absorbing rubber elements of the safety protection apparatus are all designed
as modular units, and are connected via pins and rivets, thus achieving an easier
mount, maintenance and replacement. Since only the damaged elements in some particular
locations are required to be replaced after a strong collision, the cost of repair
and maintenance is low.
Brief Description Of The Drawings
[0014]
Figure 1 shows schematically the top view of a structure of the elastic-plastic steel
damping spoke according to the invention.
Figure 2 shows the front view of the structure of the one-layer safety protection
apparatus of Example 1.
Figures 3, 4 and 5 show top views of the structure of the one-layer safety protection
apparatus of Example 1.
Figure 6 shows the front view of a structure of the multiple-layer safety protection
apparatus of Example 2.
Figure 7 shows the top view of the structure of the multiple-layer safety protection
apparatus of Example 2.
Figures 8, 9 and 10 show top views of a structure of the interchange triangular area
with the safety protection apparatus of Example 3, wherein Figure 8 shows the rear
part of the interchange triangular area, Figure 9 shows the front part of the interchange
triangular area, and Figure 10 schematically shows the guiding lines of the interchange
triangular area.
Figure 11 shows the front view of a structure of the draglines and the cover board
of the safety protection apparatus of Example 4.
Figure 12 shows the top view of the structure of the dragline and the cover board
of the safety protection apparatus of Example 4.
Detailed Description Of The Embodiments
[0015] The invention will be discussed in detail with reference to the attached drawings
and examples below.
[0016] Figures 1, 2, and 3 show a safety protection apparatus of elastic-plastic steel structure,
which includes an outer protecting layer 4 and buffering assemblies arranged in a
layered manner along the vertical direction and fixed within the outer protecting
layer 4. Each buffering assembly includes stiffening beams 3 distributed in a layered
manner along the horizontal direction, and buffer members 2 uniformly arranged and
bridging between adjacent stiffening beams 3. The buffer members 2 are provided on
both the upper side and the lower side of the stiffening beam 3, and the buffer member
2 on the upper side of the stiffening beam 3 is arranged in a stagger manner along
the vertical direction relative that on the lower side of the stiffening beams 3.
Each of the buffer members 2 is in the form of a pair of arc-shaped damping spokes
1 fastened to each other, and one end of one damping spoke 1 is crossed with one end
of the other. The damping spoke 1 is made from elastic-plastic mild steel, and has
a longitudinal cross section with C shape, semi-ellipse shape, nonlinear arc shape
or the like. When there is a collision, the duration of collision can be prolonged,
the energy from the collision can be released and the impact force can be reduced
via the plastic deformation of the damping spokes. Shock absorbing rubber elements
5 are provided between two vertically adjacent stiffening beams 3 of adjacent buffering
assemblies. The shock absorbing rubber elements 5 are arranged between adjacent stiffening
beams 3 and connected thereto, and snugly surround the bridge pier 8 or connect thereto
via rivets. Vertically adjacent shock absorbing rubber elements 5 are arranged in
a stagger manner with each other. Said outer protecting layer 4 is made by a high
ductile steel plate with vulcanized rubber thereon. The horizontal cross section of
the outer protecting layer 4 can be of a closed shape, such as an oval, a racetrack,
a circle, a rectangle or other planar shapes, although it can also be a linear shape,
such as a line, an arc. The shape of the horizontal cross section of the outer protecting
layer 4 is similar with the profile of a bridge pier. A dustproof cover board 7, which
can prevent dusts, rain or snow from entering into the protection apparatus, is provided
on the top buffering assembly of the protecting outer layer 4. Suspended draglines
6 are provided on the outer horizontal stiffening beam 3 of the top buffering assembly.
The protection apparatus can be suspended and connected to the upper part of the bridge
pier 8 by the suspended draglines 6, so that slide and rotation of the safety protection
apparatus are allowable.
[0017] During construction, according to the invention, the innermost stiffening beams 3
are used to embrace around the bridge pier 8 tightly via bolts. The elastic-plastic
steel damping spokes 1 connect the inner stiffening beam 3 with the corresponding
outer stiffening beam 3 into a whole body via connecting pins. The outermost stiffening
beam 3 on the top layer is suspended and connected to the bridge pier 8 via the suspended
draglines 6. The dustproof cover board 7 is finally arranged on top of the protecting
outer layer 4.
Example 1
[0018] As is shown in Figures 2 and 3, in the outer protecting layer 4 of Example 1 eight
buffering assemblies are arranged along the vertical direction surrounding the bridge
pier 8. The horizontal cross section of the outer protecting layer 4 is circular.
Each buffering assembly includes two stiffening beams 3 of annular shape, one horizontally
nested within the other. Buffer members 2 are arranged uniformly on the upper side
and the lower side of two stiffening beams 3 along the vertical direction. Adjacent
buffer members 2 are arranged in a stagger manner, with the crossed end and the other
end of each buffer member 2 being connected with the outer and inner horizontal stiffening
beam 3 respectively. The inner horizontal stiffening beam 3 embraces the bridge pier
8 tightly. Shock absorbing rubber elements 5 are connected with two vertically adjacent
inner stiffening beams 3, and surround the bridge pier 8 tightly via rivets. The outer
horizontal stiffening beam 3 of each buffering assembly is fixed to the inner wall
of the outer protecting layer 4. Suspended draglines 6 are provided on the outer horizontal
stiffening beam 3 of the top buffering assembly. The suspended draglines 6 are connected
to the upper part of the bridge pier 8, and thus maintain the bottom buffering assembly
separated from the ground. The dustproof cover board 7 is arranged on the top of the
outer protecting layer 4.
[0019] As shown in Figure 4, the horizontal cross section of the outer protecting layer
4 is of a racetrack shape, which is different from that shown in Figure 2. Accordingly,
the corresponding stiffening beam 3 is also of a corresponding racetrack shape.
[0020] As shown in Figure 5, the horizontal cross section of the outer protecting layer
4 is of a rectangular shape, which is different from that shown in Figure 2. Accordingly,
the corresponding stiffening beam 3 is also of a corresponding rectangular shape,
with four corner areas being rounded smoothly. The buffering assemblies are uniformly
arranged between adjacent stiffening beams 3 and connected thereto.
Example 2
[0021] As shown in Figures 5 and 6, in the outer protecting layer 4 of Example 2 eight buffering
assemblies are arranged along the vertical direction. The horizontal cross section
of the outer protecting layer 4 is circular, and that of the stiffening beam 3 is
annular accordingly. Each buffering assembly includes three stiffening beams 3, one
horizontally nested within another in turn. The innermost horizontal stiffening beam
3 embraces the bridge pier 8 tightly. Similar with the connection between the buffer
member 2 and the stiffening beam 3 in Example 1, in Example 2 the innermost stiffening
beam 3 is connected with the intermediate stiffening beam 3 through buffer members
2, while the intermediate stiffening beam 3 is in turn connected with the outermost
stiffening beam 3 through buffer members 2. The crossed ends of the buffer members
2 are located towards the outside in each case. Shock absorbing rubber elements 5
are arranged between vertically adjacent inner stiffening beams 3, in which adjacent
shock absorbing rubber elements 5 are arranged in a stagger manner along the vertical
direction. The shock absorbing rubber elements 5 are connected with the innermost
stiffening beams 3 at the upper and lower sides, and surround the bridge pier 8 tightly
via rivets. Suspended draglines 6 are provided on the outermost horizontal stiffening
beam 3 of the top buffering assembly. The suspended draglines 6 are connected to the
upper part of the bridge pier 8. The dustproof cover board 7 is arranged on the top
of the outer protecting layer 4, which can be, but not limited to, of circular shape.
Example 3
[0022] As shown in Figures 8, 9 and 10, the protection apparatus in Example 3 is designed
mainly for interchange triangular zone. The interchange triangular zone, a diverging
site for vehicles and more possibly hit by vehicles, includes a front protecting column
9 and a rear protecting mound 10. As shown in Figure 9, the front protecting column
9 is cylindrical, and the safety protection apparatus arranged thereon surrounds the
front end of the protecting column 9 (against the direction in which cars drive) half
around. The outer protecting layer 4 of the safety protection apparatus has a semi-circular
cross section. Each buffering assembly inside the outer protecting layer 4 includes
three stiffening beams 3, which are arranged from inside to outside horizontally and
are shaped as semi-circular accordingly. Three stiffening beams 3 are connected with
each other in sequence via buffer members 2. Shock absorbing rubber elements 5 are
arranged between vertically adjacent stiffening beams 3 and connected thereto, and
surround the protecting column 9. In addition, the bottom of the outer protecting
layer 4 can be directly buried or fixed to the road surface, or fixed to the substrate
on the road surface at its lower end through fasteners. In this case, no suspended
draglines 6 are necessary. As seen from Figure 8, the rear protecting mound 10 includes
a wall body having a rectangular cross section and a semi-cylinder connected thereto.
Therefore, the outer protecting layer 4 of the safety protection apparatus has a U-shaped
cross section. As for the semi-cylinder, the stiffening beams 3 therein are also shaped
as semi-circular correspondingly. Due to the smaller diameter of the semi-cylinder,
the semi-cylinder is provided with four stiffening beams 3, each adjacent two of them
being connected with each other through buffer members 2. As for the wall body which
is relatively wider than the semi-cylinder, two stiffening beams 3 are provided on
both sides, which may be hit, of the wall body of the protecting mound 10, and are
connected thereto through buffer members 2. Moreover, two inner stiffening beams 3
are connected together to form one single body. Finally, shock absorbing rubber elements
5 are arranged between vertically adjacent inner stiffening beams 3 respectively.
During high speed collision, the car will first hit the safety protection apparatus
on the front protecting column 9. Even though the front protection apparatus is damaged
due to the high speed collision by the car and thus the car unavoidably hits the safety
protection apparatus on the rear protecting mound 10, the speed of the car will be
reduced rapidly due to a considerably long time period of collision. In addition,
the rear protection apparatus can also consume the energy from the collision through
deformation, and thus the final impact force is lowered enough such that the interchange
triangular zone can resist. Therefore, the peak load during collision can be effectively
eliminated, and the damage of vehicles and structures hit in collision can be effectively
avoided or mitigated, while the collision towards structures is buffered.
Example 4
[0023] As shown in Figures 11 and 12, the outermost stiffening beam 3 of the top buffering
assembly of the safety protection apparatus in Example 4 is suspended from and connected
to the bridge pier 8 through suspended draglines 6. The suspended draglines 6 can
hang up the whole safety protection apparatus through the firm connection between
the outermost stiffening beam 3 and the outer protecting layer 4. As regard to some
stand columns which are similar to bridge piers, different landscape decorations 11
can be provided on the top thereof to improve the appearance of the columns. For example,
a landscape decoration showing carps jumping over the dragon gate can be adopted,
and the suspended draglines 6 can be connected thereto. To facilitate mount and replacement,
the dustproof cover board 7 provided on the top side of the outer protecting layer
4 can be designed as an individual modular unit, which can be connected with the outer
protecting layer 4 via aluminium rivets. The aluminium rivets will be sheared off
when a collision occurs, and the dustproof cover board 7 will be collapsed without
affecting the deformation of the protection apparatus. In addition, the edges of the
dustproof cover board 7 are smoothly curled so that no acute angle is present at the
collision area. Therefore, the impact range is expanded, and the safety of cars and
ships are effectively ensured.
[0024] The present invention is not limited to the above discussed examples. Structures
similar to bridge piers 8, protecting columns 9, protecting mounds 10 and the like
that require protection are considered suitable for use of the safety protection apparatus
of the invention.
List of reference numbers
1 |
damping spoke |
2 |
buffer member |
3 |
stiffening beam |
4 |
outer protecting layer |
5 |
shock absorbing rubber element |
6 |
suspended dragline |
7 |
dustproof cover board |
8 |
bridge pier |
9 |
protecting column |
10 |
protecting mound |
11 |
Landscape decoration |
1. A safety protection apparatus of elastic-plastic steel structure, including an outer
protecting layer (4) and buffering assemblies arranged in a layered manner along the
vertical direction and fixed within the outer protecting layer (4),
wherein each buffering assembly includes stiffening beams (3) distributed in a layered
manner along the horizontal direction and buffer members (2) uniformly bridging between
adjacent stiffening beams (3),
each of said buffer members (2) comprises a pair of arc-shaped damping spokes (1)
fastened to each other, one end of one of the damping spokes is crossed with one end
of the other damping spoke;
said buffer members (2) of adjacent buffering assemblies are arranged in a stagger
manner with each other along the vertical direction, and
shock absorbing rubber elements (5) are provided between vertically adjacent stiffening
beams (3), wherein vertically adjacent shock absorbing rubber elements (5) are arranged
in a stagger manner with each other.
2. The safety protection apparatus of elastic-plastic steel structure according to claim
1, wherein said buffer members (2) are provided on both the upper side and the lower
side of said stiffening beams (3), and the buffer members (2) on the upper side are
arranged in a stagger manner along the vertical direction relative to those on the
lower side.
3. The safety protection apparatus of elastic-plastic steel structure according to claim
1 or 2, wherein the crossed ends of said pair of damping spokes (1) are connected
with outer horizontal stiffening beam (2), while the other ends are connected with
adjacent inner horizontal stiffening beam (3).
4. The safety protection apparatus of elastic-plastic steel structure according to claim
1, wherein a dustproof cover board (7) is provided on the top of said outer protecting
layer (4).
5. The safety protection apparatus of elastic-plastic steel structure according to claim
1, wherein suspended draglines (6) are provided on the outer horizontal stiffening
beam (3) of top buffering assembly.
6. The safety protection apparatus of elastic-plastic steel structure according to claim
3, wherein said damping spoke (1) is made from elastic-plastic mild steel.
7. The safety protection apparatus of elastic-plastic steel structure according to claim
6, wherein said damping spoke (1) has a longitudinal cross section of C shape, semi-ellipse
shape, nonlinear arc shape or the like.
8. The safety protection apparatus of elastic-plastic steel structure according to claim
7, wherein said stiffening beam (3) is connected with the damping spoke (1) via pins
or rivets.
9. The safety protection apparatus of elastic-plastic steel structure according to claim
1 or 3, wherein said outer protecting layer (4) is made by high-ductile steel plate
with vulcanized rubber thereon.
10. The safety protection apparatus of elastic-plastic steel structure according to claim
8, wherein the transverse cross section of the outer protecting layer (4) is of a
closed shape or a linear shape.