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JPH0548811B2 - - Google Patents
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JPH0548811B2 - - Google Patents

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Publication number
JPH0548811B2
JPH0548811B2 JP31897187A JP31897187A JPH0548811B2 JP H0548811 B2 JPH0548811 B2 JP H0548811B2 JP 31897187 A JP31897187 A JP 31897187A JP 31897187 A JP31897187 A JP 31897187A JP H0548811 B2 JPH0548811 B2 JP H0548811B2
Authority
JP
Japan
Prior art keywords
steel
joint
shaped
water
shaped joint
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 - Lifetime
Application number
JP31897187A
Other languages
Japanese (ja)
Other versions
JPH01163313A (en
Inventor
Katsumi Kotani
Masatoshi Kushima
Fujio Ito
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP31897187A priority Critical patent/JPH01163313A/en
Publication of JPH01163313A publication Critical patent/JPH01163313A/en
Publication of JPH0548811B2 publication Critical patent/JPH0548811B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 ≪産業上の利用分野≫ この発明は、締切工用鋼材の継手部の止水方法
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方法に関する。
[Detailed Description of the Invention] <<Industrial Application Field>> The present invention relates to a method for stopping water at joints of steel materials for cofferdams, and in particular, a method for preventing water-stopping materials from leaking outside from the joints. Regarding the water stop method.

≪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の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
うな止水方法には、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. had the problem explained below.

≪発明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
のガイドを設置して、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T字形継手との間にはある程度の間〓を設け
なければ打設が困難になる。
≪Problems to be solved by the invention≫ In other words, when driving steel pipe sheet piles, a guide such as an H-shaped steel is installed in order to drive the steel pipe sheet piles along a set line, and the driving is performed 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 distance is provided between the opening and the T-shaped joint. become.

しかし、このような間〓を設けた場合には、継
手部に注入された止水材が、間〓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 from the gap.

この発明は、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確実に防
止できる締切工用鋼材の継手部の止水方法を提供
することにある。
This invention was made in view of the above-mentioned conventional problems, and its purpose is to provide a joint for steel materials for cofferdams that can reliably prevent leakage of the water stop material injected into the joint. The purpose of the present invention is to provide a method for stopping water in the area.

≪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、この発明は、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、鋼管などの締切工用鋼材の止水方法におい
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、前記アングル材と前記T字
形継手とのいずれか一方に一端が閉止された拡径
可能な可撓性環状部材を配設しておき、前記止水
材を注入するときに前記環状部材に流体を供給し
てこれを拡径させることを特徴とする。
≪Means for Solving the Problems≫ In order to achieve the above-mentioned object, this invention penetrates into the ground by connecting them through joints, and injects a hardening water stop material into the joints. In a water-stopping method for steel materials for cofferdams such as H-type steel, I-type steel, and steel pipes, one end of a pair of L-shaped aggregate members is fixed at a predetermined distance on the outer surface of one of the mutually connected steel materials, A box-shaped joint having a slit-shaped opening between the other ends thereof, and a T-shaped joint that is fixed to the outer surface of the other steel material and inserted into the box-shaped joint through the opening. , a flexible annular member whose diameter is expandable and which is closed at one end is disposed on either the angle member or the T-shaped joint, and when the water stop material is injected, a fluid is applied to the annular member. It is characterized by supplying and expanding the diameter.

≪作用≫ 上記構成の継手の止水方法によれば、止水材を
注入するときには、可撓性環状部材に流体が供給
されて拡径され、その外面がT字形継手なしいは
アングル材に当接するので、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-stopping method for a joint configured as described above, when a water-stopping material is injected, fluid is supplied to the flexible annular member to expand its diameter, and the outer surface of the flexible annular member becomes a T-shaped joint or an angle member. Since they abut, the curable water stop material injected into the joint is prevented from leaking.

≪実施例≫ 以下、この発明の好適な実施例について添付図
面を参照して詳細に説明する。
<<Example>> Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第1図は、この発明にかかる締切工用鋼材の継
手の止水方法の一実施例を示している。
FIG. 1 shows an embodiment of the water-stopping method for a joint for steel materials for cofferdams according to the present invention.

同図に示す止水方法は、この発明をH型鋼で構
成した鋼材を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 method shown in the same figure is an application of the present invention to a steel material composed 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4と、他方のH形鋼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 4 fixed to the outer surface of a flange 12 of one H-shaped steel A that is interconnected, and a box-shaped joint 4 fixed to the outer surface of a flange 16 of the other H-shaped steel B. It is generally composed of a T-shaped joint 18.

上記箱形およびT字形継手14,16は、H形
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の外端側の内
面には、それぞれ一対ずつのリブ28,28が突
設され、各リブ28,28間にはゴムなどの可撓
性部材で構成された拡径可能な中空環状の下端が
閉止されたホース30,30が挟持されている。
A pair of ribs 28, 28 are protruded from the inner surface of the outer end of each angle member 20, 20, and an expansion member made of a flexible member such as rubber is provided between each rib 28, 28. A hollow annular hose 30, 30 whose lower end is closed is held between the hoses.

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32を設置して、グラウトな
どの硬化性止水材34が注入される。
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 32 is installed, and a curable water stop material 34 such as grout is injected.

このとき、上記ホース30には圧縮空気や水な
どの流体が供給される。
At this time, fluid such as compressed air and water is supplied to the hose 30.

これにより、ホース30は、その両側がリブ2
8に挟持されているので、側方への拡開が規制さ
れてT字形継手18側に向けてのみ拡径し、ホー
ス30の外面が継手18に当接し、開口部24は
閉塞される。
As a result, the hose 30 has ribs 2 on both sides.
Since the hose 30 is held between the hoses 8 and 8, its diameter expands only toward the T-shaped joint 18, preventing it from expanding laterally, and the outer surface of the hose 30 comes into contact with the joint 18, closing the opening 24.

以上のようにして止水材34を注入すると、止
水材34の漏出が確実に防止され、海水などの汚
染がなくなるとともに、止水材34は継手空間に
充分充填され、これが硬化すると強固な止水性が
得られる。
When the water stop material 34 is injected as described above, leakage of the water stop material 34 is reliably prevented, contamination with seawater, etc. is eliminated, and the water stop material 34 is sufficiently filled into the joint space, and when it hardens, it becomes strong. Provides waterproof properties.

なお、上記注入管32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 32 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. .

また、ホース30はT字形継手18側に配設す
ることも勿論可能である。
Furthermore, it is of course possible to arrange the hose 30 on the T-shaped joint 18 side.

さらに、締切工用鋼材はH型鋼だけでなく鋼管
矢板であつても良い。
Furthermore, the steel material for cofferdams may be not only H-shaped steel but also steel pipe sheet piles.

≪発明の効果≫ 以上実施例で説明したように、この発明にかか
る締切工用鋼材の継手部の止水方法によれば、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、水質汚濁などの問題もなくな
る。
<<Effects of the Invention>> As explained above in the embodiments, according to the method for stopping water at the joint of cofferdam steel materials according to the present invention, leakage of the water-stopping material injected into the joint to the outside is ensured. Since it can be prevented, problems such as water pollution will also disappear.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明にかかる止水方法の一実施例を
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、28……リブ、30……ホース、
34……止水材。
FIG. 1 is a plan view showing an embodiment of the water stopping method 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, 28...rib, 30...hose,
34...Water stop material.

Claims (1)

【特許請求の範囲】[Claims] 1 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、鋼管などの締切工用鋼材の止水方法
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、前記アングル材と前
記T字形継手とのいずれか一方に一端が閉止され
た拡径可能な可撓性環状部材を配設しておき、前
記止水材を注入するときに前記環状部材に流体を
供給してこれを拡径させることを特徴とする締切
工用鋼材の継手部の止水方法。
1. In a water-stopping method for cofferdam steel materials such as H-type steel, I-type steel, and steel pipes, which are penetrated into the ground by connecting each other through joints and injecting a curable waterstop material into the joints, One end of a pair of L-shaped angle members is fixed at a predetermined distance on the outer surface of one of the steel members to be connected, and a slit-shaped opening is provided between the other ends of the box-shaped joint, and the other end is fixed to the outer surface of the steel member. and a T-shaped joint that is fixed to the outer surface of the steel material and inserted into the box-shaped joint through the opening, the enlarged diameter having one end closed to either the angle member or the T-shaped joint. A joint part for steel materials for cofferdam work, characterized in that a flexible annular member is provided, and when the water stop material is injected, a fluid is supplied to the annular member to expand the diameter of the annular member. How to stop water.
JP31897187A 1987-12-18 1987-12-18 Water-stopping method for joint of steel material for coffering work Granted JPH01163313A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31897187A JPH01163313A (en) 1987-12-18 1987-12-18 Water-stopping method for joint of steel material for coffering work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31897187A JPH01163313A (en) 1987-12-18 1987-12-18 Water-stopping method for joint of steel material for coffering work

Publications (2)

Publication Number Publication Date
JPH01163313A JPH01163313A (en) 1989-06-27
JPH0548811B2 true JPH0548811B2 (en) 1993-07-22

Family

ID=18105036

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31897187A Granted JPH01163313A (en) 1987-12-18 1987-12-18 Water-stopping method for joint of steel material for coffering work

Country Status (1)

Country Link
JP (1) JPH01163313A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4630197B2 (en) * 2006-01-23 2011-02-09 西松建設株式会社 Element, element joining structure and element joining method

Also Published As

Publication number Publication date
JPH01163313A (en) 1989-06-27

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