JPH0444670Y2 - - Google Patents
Info
- Publication number
- JPH0444670Y2 JPH0444670Y2 JP19265687U JP19265687U JPH0444670Y2 JP H0444670 Y2 JPH0444670 Y2 JP H0444670Y2 JP 19265687 U JP19265687 U JP 19265687U JP 19265687 U JP19265687 U JP 19265687U JP H0444670 Y2 JPH0444670 Y2 JP H0444670Y2
- Authority
- JP
- Japan
- Prior art keywords
- shaped
- joint
- steel
- water
- box
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 36
- 239000010959 steel Substances 0.000 claims description 36
- 239000000463 material Substances 0.000 claims description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Description
【考案の詳細な説明】
《産業上の利用分野》
この考案は、締切工用鋼材の継手部の止水構造
に関し、特に、継手部分から硬化性の止水材が外
部に漏出するのを防止する止水構造に関する。[Detailed description of the invention] <Industrial field of application> This invention relates to a water-stopping structure for joints of steel materials for cofferdams, and in particular, to prevent hardening water-stopping materials from leaking out from the joints. Regarding water-stop structure.
《従来の技術》
周知のように、橋脚の基礎工事などでは、水面
上に締切工を構築し、締切工内の水を排除した状
態で工事が行われ、この種の締切工の一種とし
て、鋼管あるいはH型鋼などの鋼材を順次連結し
て構築する方法がある。<Conventional Technology> As is well known, in foundation work for bridge piers, etc., cofferdams are constructed above the water surface and construction is carried out with the water inside the coffers excluded.As a type of cofferdam, There is a method of construction by sequentially connecting steel materials such as steel pipes or H-shaped steel.
このような締切工に用いられる鋼材には、通常
相互に係合される継手が予め各鋼材に固設されて
おり、例えば、特公昭59−44462号公報にその一
例が示されている。 In the steel materials used for such cofferdams, joints that are engaged with each other are usually fixedly installed in each steel material in advance, an example of which is shown in Japanese Patent Publication No. 59-44462, for example.
上記公報に開示されている継手構造は、鋼材と
して環状の鋼管矢板が用いられ、相互に連結され
る一方の鋼管矢板の側面には、スリツト状の開口
部を有する箱形継手が固設され、他方の鋼管矢板
の側面には、前記開口部を介して前記箱形継手の
内部に挿入されるT字形継手が固設されており、
鋼管矢板を地盤中に貫入するときに、これらの継
手を相互に係合させながら打設される。 In the joint structure disclosed in the above publication, annular steel pipe sheet piles are used as the steel material, and a box-shaped joint having a slit-shaped opening is fixed on the side surface of one of the steel pipe sheet piles that are interconnected. A T-shaped joint that is inserted into the box-shaped joint through the opening is fixed on the side surface of the other steel pipe sheet pile,
When the steel pipe sheet pile is penetrated into the ground, these joints are engaged with each other when it is driven.
そして、所定長さの締切工が構築されると上記
継手部分にモルタルなど硬化性の止水材を注入し
て、締切工の止水性を確保していたが、このよう
な止水構造には、以下に説明する問題があつた。 Once a cofferdam of a predetermined length has been constructed, a hardening water-stopping material such as mortar is injected into the joint to ensure the water-stopping properties of the cofferdam. , I had the problem explained below.
《考案が解決しようとする問題点》
すなわち、鋼管矢板の打設に当たつては、これ
を設定された線上に打ち込むために、H型鋼など
のガイドを設定して、このガイドに沿つて打ち込
んでいるが、継手構造が箱形継手の開口部を介し
てその内部に挿入されるT字形継手なので、開口
部ととT字形継手との間にはある程度の間隙を設
けなければ打設が困難になる。《Problem that the invention aims to solve》 In other words, when driving steel pipe sheet piles, in order to drive them along a set line, a guide such as an H-shaped steel is set and the driving is done along this guide. However, since the joint structure is a T-shaped joint that is inserted into the inside of the box-shaped joint through the opening, it is difficult to cast unless a certain amount of space is provided between the opening and the T-shaped joint. become.
しかし、このような間隙を設けた場合には、継
手部に注入された止水材が、間隙部から外部に漏
出するという問題があつた。 However, when such a gap is provided, there is a problem in that the water stop material injected into the joint leaks to the outside through the gap.
この考案は、このような従来の問題点に鑑みて
なされたものであつて、その目的とするところ
は、継手部に注入された止水材の漏出が大幅に低
減できる締切工用鋼材の継手の止水構造を提供す
ることにある。 This idea was created in view of these conventional problems, and its purpose is to create a steel joint for cofferdams that can significantly reduce the leakage of the water-stopping material injected into the joint. The objective is to provide a water-stop structure.
《問題点を解決するための手段》
上記目的を達成するために、この考案は、地盤
中に相互に継手部を介して連結して貫入され、前
記継手部に硬化性止水材を注入するH型鋼,I型
鋼、鋼管などの鋼材の止水構造において、相互に
連結される一方の鋼材の外面に所定の間隔を置い
て一対のL字形アングル材の一端を固設し、これ
らの他端側間にスリツト状の開口部を設けた箱形
継手と、他方の鋼材の外面に固設され前記開口部
を介して前記箱形継手内に挿入されるT字形継手
とを備え、前記アングル材の他端側内面に円弧状
の板バネの一端をそれぞれ固設するとともに、各
板バネの自由端に複数の貫通孔を穿設した。<Means for Solving the Problems> In order to achieve the above object, this invention involves penetrating into the ground by connecting them through joints, and injecting a hardening water stop material into the joints. In water-stopping structures for steel materials such as H-type steel, I-type steel, and steel pipes, one end of a pair of L-shaped angle members is fixed at a predetermined distance on the outer surface of one of the mutually connected steel members, and the other end of these two steel members is fixed. A box-shaped joint with a slit-shaped opening provided between the sides, and a T-shaped joint that is fixed to the outer surface of the other steel member and inserted into the box-shaped joint through the opening, and the angle member One end of each arc-shaped leaf spring was fixed to the inner surface of the other end, and a plurality of through holes were bored in the free end of each leaf spring.
《作用》
上記構成の継手の止水構造によれば、T字形継
手が開口部を介して箱形継手内に挿入された状態
では、箱形継手のアングル材とT字形継手とが対
向する部分に、アングル材の開口部側に位置する
他端側内面に円弧状の板バネが固着され、かつ、
各板バネの自由端に複数の貫通孔が設けてあるの
で、継手部に注入された硬化性止水材の漏出が防
止される。<<Operation>> According to the water-stop structure of the joint configured as described above, when the T-shaped joint is inserted into the box-shaped joint through the opening, the portion where the angle member of the box-shaped joint and the T-shaped joint face each other An arc-shaped leaf spring is fixed to the inner surface of the other end of the angle member located on the opening side, and
Since a plurality of through holes are provided in the free end of each leaf spring, the curable water stop material injected into the joint is prevented from leaking.
《実施例》
以下、この考案の好適な実施例について添付図
面を参照にして詳細に説明する。<<Example>> Hereinafter, preferred embodiments of this invention will be described in detail with reference to the accompanying drawings.
第1図は、この考案にかかる締切工用鋼材の継
手の止水構造の一実施例を示している。 FIG. 1 shows an embodiment of the water-stopping structure of a steel joint for cofferdams according to this invention.
同図に示す止水構造は、この考案をH型鋼で構
成した鋼材に適用したものであつて、これらのH
型鋼は相互に継手部10を介して連結されながら
地盤中に打設貫入させられる。 The water-stop structure shown in the figure is an application of this idea to a steel material made of H-shaped steel.
The shaped steels are connected to each other via joints 10 and are driven into the ground.
継手部10の構造は、相互に連結される一方の
H型鋼Aのフランジ12の外面に固設された箱形
継手14と、他方のH型鋼Bのフランジ16の外
面に固設されているT字形継手18とから概略構
成されている。 The structure of the joint part 10 includes a box-shaped joint 14 fixed to the outer surface of a flange 12 of one H-shaped steel A that is interconnected, and a T-shaped joint 14 fixed to the outer surface of a flange 16 of the other H-shaped steel B. It is generally composed of a figure-shaped joint 18.
上記箱形およびT字形継手14,16は、H型
鋼A,Bの長手方向に沿つてその全長に亘つて延
長されている。 The box-shaped and T-shaped joints 14, 16 extend along the longitudinal direction of the H-beams A, B over their entire lengths.
上記箱形継手14は、一対のアングル材20,
20から構成され、アングル材20,20を所定
の間隔を置いて、その一端をそれぞれフランジ1
2の外面に溶接し、長方形断面の継手空間22を
画成するとともに、フランジ12の幅方向の中心
軸上にスリツト状の開口部24が設けられてい
る。 The box-shaped joint 14 includes a pair of angle members 20,
20, angle members 20, 20 are placed at a predetermined interval, and one end thereof is connected to a flange 1, respectively.
2 to define a joint space 22 with a rectangular cross section, and a slit-shaped opening 24 is provided on the central axis of the flange 12 in the width direction.
そして、各アングル材20,20の角部内面に
は、上記開口部24の内縁に一端が固設された円
弧状の板バネ26,26がそれぞれ配置してあ
る。 Arc-shaped plate springs 26, 26, each having one end fixed to the inner edge of the opening 24, are arranged on the inner surface of the corner of each angle member 20, 20, respectively.
これらの板バネ26,26は、それぞれアング
ル材20の角部に向けて湾曲され、その自由端側
にはそれぞれ複数の貫通孔28,28が穿設され
ている。 These leaf springs 26, 26 are each curved toward the corner of the angle member 20, and a plurality of through holes 28, 28 are formed in the free end sides of the leaf springs 26, 26, respectively.
貫通孔28の穿設位置は、第1図に示すよう
に、T字形継手18を箱形継手14内に挿入した
ときに、T字形継手18の外端が板バネ26に接
触する位置よりもさらに自由端側が望ましい。 The drilling position of the through hole 28 is, as shown in FIG. Furthermore, the free end side is preferable.
H型鋼A,B……が継手部10を介して相互に
連結されて地盤中に打設貫入されると、継手空間
22内をジエツト水などにより洗浄して土砂を排
除した後に、注入管30を設置して、グラウトな
どの硬化性止水材32が注水され、止水材32が
硬化することにより継手部10の止水性が確保さ
れる。 When the H-beams A, B... are connected to each other via the joint part 10 and driven into the ground, the inside of the joint space 22 is cleaned with jet water or the like to remove earth and sand, and then the injection pipe 30 is installed, water is poured into a curable water stop material 32 such as grout, and the water stop material 32 hardens to ensure water stop properties of the joint portion 10.
この場合、注入管30から排出された止水材3
2は、板バネ28の自由端側に穿設された貫通孔
28を通つて、各アングル材20,20の角部側
に回り込むが、板バネ20の一端がアングル材2
0に固設されているので、止水材32はアングル
材20の角部に充填され、その充填圧で以て板バ
ネ28をT字形継手18側に押圧する。 In this case, the water stop material 3 discharged from the injection pipe 30
2 passes through a through hole 28 bored on the free end side of the leaf spring 28 and goes around to the corner side of each angle member 20, 20, but one end of the leaf spring 20 is connected to the angle member 2.
0, the water stop material 32 is filled into the corner of the angle material 20, and its filling pressure presses the leaf spring 28 toward the T-shaped joint 18.
これにより、T字形継手18と開口部24との
間の間隙は板バネ28で閉止され、止水材32の
漏出が確実に防止される。 As a result, the gap between the T-shaped joint 18 and the opening 24 is closed by the leaf spring 28, and leakage of the water stop material 32 is reliably prevented.
なお、上記注入管30は、予め上記T字形継手
18若しくはH型鋼Aのフランジ12のいずれか
に取り付けて置いても良く、このようにすればT
字形継手18を打設貫入するときに、その連結方
向への移動が規制され、これによりH型鋼Bの貫
入方向が連結方向に対して斜めに傾斜することが
防止され、貫入抵抗が低減される。 Note that the injection pipe 30 may be attached in advance to either the T-shaped joint 18 or the flange 12 of the H-shaped steel A;
When driving and penetrating the shaped joint 18, its movement in the connection direction is restricted, thereby preventing the penetration direction of the H-shaped steel B from being inclined diagonally with respect to the connection direction, and reducing penetration resistance. .
《考案の効果》
以上実施例で説明したように、この考案にかか
る締切工用鋼材の継手部の止水構造によれば、継
手部に注入される止水材の外部への漏出が確実に
防止できるので、水質汚染などの問題もなくな
る。<<Effects of the invention>> As explained in the examples above, according to the water-stopping structure of the joint part of cofferdam steel materials according to this invention, leakage of the water-stopping material injected into the joint part to the outside is ensured. Since it can be prevented, problems such as water pollution will also be eliminated.
第1図は本考案にかかる継手構造の一実施例を
示す平面図である。
10……継手部、12……フランジ、14……
箱形継手、16……フランジ、18……T字形継
手、20……アングル材、22……継手空間、2
4……開口部、26……板バネ、28……貫通
孔、32……止水材。
FIG. 1 is a plan view showing an embodiment of a joint structure according to the present invention. 10...Joint part, 12...Flange, 14...
Box-shaped joint, 16...Flange, 18...T-shaped joint, 20...Angle material, 22...Joint space, 2
4...Opening, 26...Plate spring, 28...Through hole, 32...Water stop material.
Claims (1)
れ、前記継手部に硬化性止水材を注入するH型
鋼,I型鋼、鋼管などの鋼材の止水構造におい
て、相互に連結される一方の鋼材の外面に所定の
間隔を置いて一対のL字形アングル材の一端を固
設し、これらの他端側間にスリツト状の開口部を
設けた箱形継手と、他方の鋼材の外面に固設され
前記開口部を介して前記箱形継手内に挿入される
T字形継手とを備え、前記アングル材の他端側内
面に円弧状の板バネの一端をそれぞれ固設すると
ともに、各板バネの自由端に複数の貫通孔を穿設
したことを特徴とする締切工用鋼材の継手部の止
水構造。 In water-stopping structures of steel materials such as H-type steel, I-type steel, steel pipes, etc., which are penetrated into the ground by being connected to each other via joints and injecting a curable waterstop material into the joints, one side that is connected to the other One end of a pair of L-shaped angle members is fixed at a predetermined distance on the outer surface of a steel member, and a slit-shaped opening is provided between the other ends of the box-shaped joint. a T-shaped joint that is fixedly installed and inserted into the box-shaped joint through the opening, one end of an arc-shaped leaf spring is fixed to the inner surface of the other end of the angle member, and each plate A water-stopping structure for a joint of steel material for cofferdam work, characterized by having a plurality of through holes drilled in the free end of a spring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19265687U JPH0444670Y2 (en) | 1987-12-21 | 1987-12-21 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19265687U JPH0444670Y2 (en) | 1987-12-21 | 1987-12-21 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0198230U JPH0198230U (en) | 1989-06-30 |
| JPH0444670Y2 true JPH0444670Y2 (en) | 1992-10-21 |
Family
ID=31483500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19265687U Expired JPH0444670Y2 (en) | 1987-12-21 | 1987-12-21 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0444670Y2 (en) |
-
1987
- 1987-12-21 JP JP19265687U patent/JPH0444670Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0198230U (en) | 1989-06-30 |
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