[0001] The present invention relates to band-like joint sealing members for providing a
water-tight seal between members in a civil engineering construction or the like.
[0002] Sealing elements for such purposes are already known. In FR-A 2 293 574 there are
disclosed sealing members made of elastic material with a plurality of ridges on one
face or on opposite faces. In JP-A 58187 655 there is disclosed a sealing member made
of a watertight substance containing a resin which swells and gels by absorbing water.
[0003] The present invention provides an improved sealing element over the prior known art.
[0004] For example, as shown in Figures 1, 2A and 3, plural unit segments 1 are used as
work materials in constructing a shield tunnel excavated underground. These unit segments
1 are closely joined in the direction a along the peripheral wall and in the longitudinal
direction b of the gallery.
[0005] At the four sides of a plate portion of each of segments 1, there are provided front
and rear flanges 2 and 3 extending in the circumferential direction a around the peripheral
walls, and upper and lower flanges 4 and 5 extending in the longitudinal direction
b. When these segments are joined, the adjacent flanges 2 and 3, and the adjacent
flanges 4 and 5, are respectively joined and clamped by means of joint bolts 6.
[0006] In order to prevent water seeping out of the earth around the gallery from leaking
into the gallery, it is necessary to provide a water-tight seal at the respective
junctions of the joined flanges. To this end, a band-like joint sealing member 8 is
secured by bonding onto one side of the flange surfaces facing gaps 7 between adjacent
flange surfaces.
[0007] For the illustrated conventional sealing member 8, for example, a well-known water
expansible material such as a material obtained by mixing, synthesizing and vulcanizing
high hygroscopic resin and synthetic rubber is used. The sealing member 8 is formed
into a single layer using the above-mentioned material. The sealing member 8 expands
due to infiltration of water W into the joint so as to watertightly seal the gap 7.
[0008] In order to completely perform so-called initial water stopping processing before
the sealing member expands due to water absorption by using such a conventional sealing
member 8, it is necessary to make the sealing member 8 thicker, in which case not
only is the material cost high, but also there occurs frequently a problem of the
sealing member 8 becoming more easily dislodged from the junction of the segment I
in transport or the like.
[0009] Figure 2B depicts another prior art arrangement. In the middle portion in the direction
of width of each of the outer surfaces of the flanges 2 and 4 of each of the segments
a belt-like fitting groove (for example, a groove 4a in the flange 4) is formed, and
a joint member 8 is fixed in each of the fitting grooves. The surface of the joint
member 8 projects from the outer surface of each of the flanges 2 and 4.
[0010] The flanges 2 and 3 of the respective segments IA and IC are fixedly clamped together
by three connecting bolts 6, and the flanges 4 and 5 of the respective segments IA
and IB are fixedly clamped by two connecting bolts 6 such that the joint member 8
is compressed by a thickness t and the outer surface of the joint member 8 is urged
against the outer surface of the flange 5 by elastic force, thereby effecting water
stopping processing at the joint junction.
[0011] In this arrangement, the joint member 8 must be made thicker so as to sufficiently
include the thickness t therein so that the joint member 8 largely projects from the
flange 4. Accordingly, not only is a large amount of effort required for screwing
on the nuts 6a, but also the projecting edge of the joint member 8 is apt to be caught
thereby, causing the joint member 8 to slip out of the fitting groove 4a.
[0012] The present invention has been attained to solve the difficulties mentioned above.
[0013] A specific object of the present invention is to provide a joint sealing member constituted
by a water expansible material in which effective expansion in the direction of thickness
can be obtained, stable bonding of the bottom surface of the sealing member can be
obtained, and effective initial water stopping processing can be accomplished without
increasing the thickness of the sealing member.
[0014] Accomplishing the above object, a band-like joint sealing member according to the
present invention is featured in that the band-like joint sealing member is formed
with longitudinally extending rib-like ridge portions formed integrally on one surface
of a band-like base plate made of a water expansible material.
[0015] For a better understanding of the invention, and to show how the same may be carried
into effect, reference will now be made, by way of example, to the accompanying drawings,
in which:
Figure I is a perspective diagram of a portion of a sealed construction;
Figures 2A and 2B are cross-sectional views taken along a line II-II in Figure I;
Figure 3 is a perspective view, partially cut away, of a sealing member employed in
the arrangement of Figure 2A;
Figure 4 is a cross-sectional view, similar to Figure 2B, but illustrating sealing
members according to a first embodiment of the invention;
Figure 5 is an enlarged cross-sectional view of a portion of Figure 4;
Figure 6 is a perspective view of a sealing member used in the embodiment of Figures
4 and 5;
Figure 7 shows the sealing member of Figure 6 after it has been swollen by impregnation
with water;
Figure 8 shows configurations of other embodiments of sealing members of the invention;
and
Figure 9 is a cross-sectional view showing a sealing member according to a further
embodiment of the invention.
[0016] Referring to the drawings, the present invention will be described hereunder.
[0017] As to the terms used in the following description, with respect to directions, the
terms "upper and lower" and "thickness" are used with respect to the vertical direction
in the drawings, and the terms "left and right", "width", and "transverse" are used
in conjunction with the horizontal direction in the drawings.
[0018] Figure 4 shows a section of a joint junction portion where a wide joint member 17
(one embodiment) and a similarly shaped narrow joint member 18 (another embodiment)
are fixed in two rows between a flange 15 of a segment ID and a flange 16 of a segment
IE. The joint members 17 and 18 are respectively adhered to fitting grooves 16a and
16b of the flange 16.
[0019] Referring to Figures 5 to 7, the joint member 17 will be described in detail (the
same applies to the joint member 18).
[0020] The joint member 17 is made of a material obtained by mixing, synthesizing and vulcanizing
a water expansible material such as high-grade water resin and synthetic rubber. As
the synthetic rubber, 1,3 diene group rubber containing a crystal domain (or glassy
domain) of 5 to 10% at a normal temperature is used.
[0021] The joint member 17 has two rows of rib-like ridge portions 17b each having a substantially
semi-circular cross-section extending upwardly from one surface of a strip-like elongated
base plate portion 17a.
[0022] The thickness of the base plate 17a of the joint member 17 is substantially the same
as the depth of the fitting groove 16a so that the surface of the base plate 17a is
substantially even with the surface of the flange 16. Each of the ridge portions 17b
is shaped to have a crest which is high enough to sufficiently project to fill the
width t so that, in the state in which the nut 6a is screwed onto the connecting bolt
6 as shown in Figures 4 and 5, the crest portion of each ridge portion 17b is compressed
by the thickness t and caused to closely contact with the surface of the flange 15
by its own elastic force.
[0023] With the joint member 17 according to this embodiment (the same applies to the joint
member 18) arranged in the manner as described above, not only is there an advantage
of saving material because of the smaller thickness of the base plate 17a, but also,
since the base plate 17a becomes substantially even with the face of the flange 16,
there is no risk that the joint member will be pulled out of the fitting groove 16a
in the joint connecting operation. Moreover, since the crest portion of the ridge
portion 17b is compressed when the fixing nut 6a is screwed on, the tightening operation
can be easily performed.
[0024] The joint member 17 of this embodiment provides sufficient watertightness due to
close contact by the ridge portions 17b even at the initial stage, and after absorbing
water W, as shown in Figure 7, the entire joint member 17 conforms to the flange 15
due to the force of expansion so that watertightness is always maintained.
[0025] Although it is preferable to use the joint member according to this embodiment of
the present invention received in a fitting groove, the advantageous effects of the
invention can be attained even in the case where the joint member is attached to a
junction having no fitting groove.
[0026] In addition to the case of water stopping processing at the joint junction of tunnel
segments, the joint member according to the present invention can be widely used with
the same effects in water stopping processing in joints of secondary concrete products
such as culvert boxes, manholes, or the like, in joints of secondary steel products,
colgate pipes, or the like. In this case, the shape of the cross-section of the joint
member is properly established in accordance with the conditions at hand. Possible
shapes for the joint member are shown in Figure 8, chosen taking the following design
factors into consideration.
(a) Base Plate:
[0027] As the shape of the base plate, a rectangle, trapezoid, oblique trapezoid, or the
like, is preferable. As the thickness is increased, the watertightness is improved,
while the workability for installation is lowered so as to cause, for example, a reduction
in the strength of reinforcement. On the contrary, if the base plate is made too thin,
the opposite result is caused.
(b) Number of ridge portions:
[0028] Two rows are preferable. In the case of one row, the member is superior in compressibility
and retention, but inferior in watertightness. The opposite result is caused in the
case of three ridge portions.
(c) Shape of ridge portions:
[0029] A shape such as an arch, triangle, rectangle, oblique trapezoid, or the like, may
be employed. It need not be isogonal or symmetrical. It is proper to select the height
of the ridge portion in a range of 5% to 300% (20-150% is more preferable) of the
thickness of the base plate of the joint member. Although the width of the ridge portion
is not specifically limited, it is preferable to select it to be 10-40% of the width
of the base plate of the joint member. It is preferable to select the sectional area
of the ridge portion to be I-200% of the sectional area of the base plate (5-100%
is more preferable). If the ridge portion is too small, it is inferior in compressibility
as well as in retention, and if it is too large, on the contrary, the watertightness
is lowered.
[0030] As described above, a joint member for civil engineering works according to the present
invention is formed such that longitudinally extending rib-like ridge portions are
formed integrally on one surface of a belt-like base plate made of a water expansible
material so that it is possible not only to reduce the cost of the joint member due
to the reduction in thickness of the joint member, but also to improve its ease of
installation.
[0031] A sealing member 22 according to a further embodiment, as shown in Figure 9, is constituted
by two (upper and lower) layers, one being an expansible portion 23 positioned in
the center and the other being a non-expansible portion 24 constituted by opposite
side frames integrally formed through a transversely extending bottom plate portion
24a (the member 22 being constituted by three layers in the transverse direction).
[0032] In the thus-arranged sealing member 22 according to the further embodiment, in addition
to the effects of the first embodiment, there is an advantage that the bonding force
of the sealing member 22 is increased.
[0033] In the arrangement of the sealing member, the amount of expensive water expansible
material is reduced so that the production costs of the sealing member can be reduced.
I. A band-like joint sealing member (17) for providing a water-tight seal between
frame members (I) in a civil engineering construction having a band-like base (17a)
made of a water-expansible material characterized by one or more ridge portions (17b)
formed longitudinally and integrally of the same material on one side of said base
(17a).
2. A band-like joint sealing member (17) according to claim I, characterized in that
a height of said ridge portion or portions is selected in a range of 20-150% of the
thickness of said base, a width of said ridge portion or portions is selected to be
10-40% of the width of said base, and a sectional area of said ridge portion or portions
is selected to be i-200% of the sectional area of said base.
3. A band-like joint sealing member (17) according to claim I or 2, disposed in a
groove (16a) formed in one of the two adjacent and joined frame members (I) characterized
in that the thickness of the band-like base (17a) is substantially equal to the depth
of said groove (16a).
4. A band-like joint sealing member (17) according to claim I, 2 or 3, characterized
in that the height of said ridge portion (17b) is greater than a gap width between
said adjacent and joined frame members (I).
1. Ein bandartiges Verbindungsdichtelement (17) für die Schaffung einer wasserdichten
Verbindung zwischen Rahmenteilen (1) in einer Baukonstruktion, welches Dichtelement
eine bandförmige Basis (17a) aus einem sich in Wasser ausdehnenden Material besitzt,
gekennzeichnet durch einen oder mehrere Rippenbereiche (17b), die an einer Seite der
genannten Basis (17a) in deren Längsrichtung und integral mit diesem Material ausgebildet
sind.
2. Bandartiges Verbindungsdichtelement (17) nach Anspruch 1, dadurch gekennzeichnet,
daß die Höhe des Rippenbereichs oder der Rippenbereiche 20 bis 150% der Dicke der
Basis, die Breite des Rippenbereichs oder der Rippenbereiche 10-40% der Breite der
Basis und die Querschnittsfläche des Rippenbereichs oder der Rippenbereiche 1-200%
der Querschnittsfläche der Basis beträgt.
3. Bandartiges Verbindungsdichtelement (17) nach Anspruch 1 oder 2, angeordnet in
einer Nut (16a), die in einem der zwei benachbarten und miteinander verbundenen Rahmenteile
(1) ausgebildet ist, dadurch gekennzeichnet, daß die Dicke der bandförmigen Basis
(17a) im wesentlichen gleich der Dicke der Nut (16a) ist.
4. Bandartiges Verbindungsdichtelement (17) nach den Ansprüchen 1, 2 oder 3, dadurch
gekennzeichnet, daß die Höhe des Rippenbereichs (17b) größer ist als die Weite des
Zwischenraumes zwischen den benachbarten und miteinander verbundenen Rahmenteilen
(1).
1. Elément d'étanchéité de joint en forme de bande (17) destiné à établir un joint
étanche à l'eau entre des éléments de cadres (1) dans un ouvrage de génie civil, possédant
une base (17a) en forme de bande, faite d'une matière gonflant à l'eau, caractérisé
par une ou plusieurs portions côtes (17b) formées longitudinalement et venues en une
seule pièce de la même matière sur une face de ladite plaque de base (17g).
2. Elément d'étanchéité de joint en forme de bande (17) selon la revendication 1,
caractérisé en ce que la hauteur de la portion côte ou des portions côtes est choisie
dans l'intervalle de 25 à 150% de l'épaisseur de ladite base, la largeur de ladite
ou desdites portions côtes est choisie à une valeur de 10 à 40% de la largeur de ladite
base, et l'aire de section de ladite ou desdites portions côtes est choisie à une
valeur de 1 à 200% de l'aire de section de ladite base.
3. Elément d'étanchéité de joint en forme de bande (17) selon la revendication 1 ou
2, disposé dans une rainure (16a) formée dans l'un de deux éléments de cadres (1)
adjacents et réunis, caractérisé en ce que l'épaisseur de la base en forme de bande
(17a) est sensiblement égale à la profondeur de ladite rainure (16a).
4. Elément d'étanchéité de joint (17) en forme de bande selon la revendication 1,
2 ou 3, caractérisé en ce que la hauteur de ladite portion côte (17b) est supérieure
à la largeur de la fente entre les éléments de cadres (1) adjacents et assemblés.