JPH0738370Y2 - Concrete sheet pile joint device - Google Patents

Concrete sheet pile joint device

Info

Publication number
JPH0738370Y2
JPH0738370Y2 JP1989000915U JP91589U JPH0738370Y2 JP H0738370 Y2 JPH0738370 Y2 JP H0738370Y2 JP 1989000915 U JP1989000915 U JP 1989000915U JP 91589 U JP91589 U JP 91589U JP H0738370 Y2 JPH0738370 Y2 JP H0738370Y2
Authority
JP
Japan
Prior art keywords
sheet pile
concrete sheet
walls
flat wall
flat
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 - Fee Related
Application number
JP1989000915U
Other languages
Japanese (ja)
Other versions
JPH0293343U (en
Inventor
誠慈 松永
定 河野
Original Assignee
ジオスター株式会社
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 ジオスター株式会社 filed Critical ジオスター株式会社
Priority to JP1989000915U priority Critical patent/JPH0738370Y2/en
Publication of JPH0293343U publication Critical patent/JPH0293343U/ja
Application granted granted Critical
Publication of JPH0738370Y2 publication Critical patent/JPH0738370Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案はコンクリート矢板の継手装置に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a joint device for concrete sheet piles.

〔従来技術〕[Prior art]

矢板を地中に打設して土留めなどをする場合、矢板間に
隙間が生じていると土砂を完全に支えられなかったり、
また一本の矢板に荷重が集合して矢板壁の崩壊が生じる
ことがある。
When placing a sheet pile in the ground for earth retaining, etc., if there is a gap between the sheet piles, it may not be able to support the earth and sand completely,
In addition, the load may collect on one sheet pile and the sheet wall may collapse.

このために矢板の連結を良好にするために鋼矢板では鉤
状の継手部を設けて隣り合う矢板の継手部を引掛けて連
結している。
For this reason, in order to improve the connection of the sheet piles, a hook-shaped joint portion is provided in the steel sheet pile, and the joint portions of the adjacent sheet piles are hooked and connected.

コンクリート矢板では鉤状の継手部を形成するのが困難
であるので、一方のコンクリート矢板の端面に凸状突
起、他方のコンクリート矢板の端面凹状溝を設け、両者
を嵌め合わせて連結していた。
Since it is difficult to form a hook-shaped joint with concrete sheet piles, a convex projection is formed on the end surface of one concrete sheet pile and a concave groove is formed on the end surface of the other concrete sheet pile.

〔この考案が解決すべき課題〕 しかし上記したような突起を溝の中に嵌合するだけの継
手装置であると、両者の連結が不充分であって、土圧に
よって両者の連結が外れるなどしてしまう。また後行の
コンクリート矢板を打設する際に突起や溝が小さいとガ
イドにならず、正確に打設できない。
[Problems to be solved by the present invention] However, in the case of a joint device that merely fits the above-mentioned projection into the groove, the connection between the two is insufficient, and the connection between the two is disconnected due to earth pressure. Resulting in. In addition, if the projections and grooves are small when driving the subsequent concrete sheet pile, it will not serve as a guide and accurate placement will not be possible.

この考案は以上のような課題を解決するためになされた
もので、連結が容易に外れることなく、また後行のコン
クリート矢板の打設時のガイドも兼ねることができるコ
ンクリート矢板の継手装置を提供することを目的とす
る。
The present invention has been made to solve the above problems, and provides a jointing device for concrete sheet piles, which does not easily come off the connection and can also serve as a guide when placing the following concrete sheet piles. The purpose is to do.

〔課題を解決するための手段〕[Means for Solving the Problems]

この考案にかかるコンクリート矢板の継手装置は、幅方
向の両側部にフラット壁を中央部に突出壁を有し、これ
ら双方の壁を双方の壁と鈍角に交差する側方の壁で連結
してなるコンクリート矢板において、矢板の一方の側の
フラット壁の端面を突き当り面とし、この突き当り面よ
り突出して当接面を形成するフラット壁と同じ厚味のフ
ラット壁の長さの略半分の長さのガイド片を前記フラッ
ト壁の裏面に一体に形成し、前記突き当り面と当接面と
の二面から成る入角状の嵌合部を設け、この嵌合部に隣
接して打設するコンクリート矢板の一端部の二面を当接
して、左右に並んだコンクリート矢板を連結したもので
ある。
The concrete sheet pile joint device according to the present invention has flat walls on both sides in the width direction and projecting walls in the center, and these two walls are connected to each other by a side wall intersecting with both walls at an obtuse angle. In the concrete sheet pile, the end surface of the flat wall on one side of the sheet pile is the abutting surface, and the length is about half the length of the flat wall having the same thickness as the flat wall projecting from the abutting surface to form the abutting surface. Is integrally formed on the back surface of the flat wall, and a corner-shaped fitting portion consisting of two surfaces, the abutting surface and the abutting surface, is provided, and concrete is placed adjacent to the fitting portion. This is a structure in which concrete sheet piles arranged side by side are connected by abutting two surfaces of one end portion of the sheet pile.

〔実施例〕〔Example〕

以下、図に示す一実施例に基づきこの考案を詳細に説明
する。
Hereinafter, the present invention will be described in detail based on an embodiment shown in the drawings.

図においてAはこの考案にかかるコンクリート矢板であ
って、その幅方向の両側部を形成するフラット壁1、1
と、その中央部を形成する突出部Bとからなる。
In the figure, A is a concrete sheet pile according to the present invention, which has flat walls 1 and 1 forming both sides in the width direction thereof.
And a protruding portion B forming the central portion thereof.

突出部Bは、その幅方向両側部のフラット壁1、1の向
き合う端面からこのフラット壁1、1と鈍角に交差する
側壁3、3と、この側壁3、3を結ぶ突出壁2とによっ
て構成されている。フラット壁1、1と突出壁2とは平
行である。
The projecting portion B is composed of side walls 3 and 3 that intersect the flat walls 1 and 1 at an obtuse angle from opposite end surfaces of the flat walls 1 and 1 on both sides in the width direction, and a projecting wall 2 that connects the side walls 3 and 3. Has been done. The flat walls 1, 1 and the protruding wall 2 are parallel.

このコンクリート矢板Aの幅方向両側部のうちいずれか
一方の側のフラット壁1の端面を後行のコンクリート矢
板Aと向き合う突き当り面6とし、この突き当り面より
突出して当接面5を形成するフラット壁1と同じ厚味の
フラット壁の長さの略半分の長さのガイド片7をフラッ
ト壁1の裏面に一体に形成し、突き当り面6と当接面5
とからなる入角状の嵌合部が構成される。
The end face of the flat wall 1 on either side of the width direction of the concrete sheet pile A is an abutting surface 6 facing the subsequent concrete sheet pile A, and a flat surface projecting from the abutting surface to form an abutting surface 5. A guide piece 7 having substantially the same thickness as the wall 1 and having a length that is approximately half the length of the flat wall is integrally formed on the back surface of the flat wall 1, and the abutting surface 6 and the contact surface 5 are formed.
And an angled fitting portion composed of and.

以上のようなコンクリート矢板Aを地中に打設する作業
につき説明する。
The operation of placing the concrete sheet pile A as described above into the ground will be described.

矢板Aを打設装置によって打設し、この既設の矢板Aに
隣り合わせて矢板Aを打設する。このとき既設の矢板A
の入角状の嵌合部4に打設中の矢板Aの一端部の二面を
当接して、嵌合部4に沿わして打設する。つまり嵌合部
4の二面をガイドにして打設するもので、矢板Aを正確
に打設できる。
The sheet pile A is placed by a placing device, and the sheet pile A is placed next to the existing sheet pile A. At this time, the existing sheet pile A
The two faces of the one end of the sheet pile A which is being driven are brought into contact with the angled fitting part 4 and the driving is performed along the fitting part 4. That is, since the two surfaces of the fitting portion 4 are used as guides for driving, the sheet pile A can be accurately driven.

以上のように矢板Aの嵌合部4の二面を隣り合う矢板A
の端部に当接すると、土圧を受けても端部同士が面と面
で重なり合って、両矢板A、A間に隙間が生じない。ま
た容易に両矢板A、Aの連結が外れることがない。
As described above, the two faces of the fitting portion 4 of the sheet pile A are adjacent to each other.
When they come into contact with the end portions of the sheet piles, even if earth pressure is applied, the end portions are overlapped with each other face to face, and no gap is created between the sheet piles A and A. Further, the connection between the sheet piles A and A is not easily disconnected.

〔考案の効果〕[Effect of device]

この考案は以上のような構成を有し、フラット壁と同一
厚さのガイド片により構成される入角状の嵌合部の二面
に、隣り合う矢板の端部の二面を当接するため、矢板の
打設時のガイドとなって正確に打設できる。
The present invention has the above-described structure, and the two surfaces of the end portions of the adjacent sheet piles are brought into contact with the two surfaces of the angled fitting portion formed by the guide piece having the same thickness as the flat wall. As a guide when placing sheet piles, it can be placed accurately.

また継手部は面と面が重なり合って両矢板の継手が容易
に外れることがなく、隙間が生じることもない。
Further, the joint portions do not easily come off the joints of both sheet piles due to the surfaces overlapping with each other, and no gap is created.

【図面の簡単な説明】[Brief description of drawings]

第1図はコンクリート矢板を打設した状態の斜視図、第
2図はその平面図である。 A…コンクリート矢板、B…突出部 1…フラット壁、2…突出壁、3…側壁、4…嵌合部、
5…当接面、6…突き当り面、7…ガイド片。
FIG. 1 is a perspective view of a state where concrete sheet piles are cast, and FIG. 2 is a plan view thereof. A ... Concrete sheet pile, B ... Projection part 1 ... Flat wall, 2 ... Projection wall, 3 ... Side wall, 4 ... Fitting part,
5 ... abutting surface, 6 ... abutting surface, 7 ... guide piece.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】幅方向の両側部にフラット壁を中央部に突
出壁を有し、これら双方の壁を双方の壁と鈍角に交差す
る側方の壁で連結してなるコンクリート矢板において、 矢板の一方の側のフラット壁の端面を突き当り面とし、
この突き当り面より突出して当接面形成するフラット壁
と同じ厚味のフラット壁の長さの略半分の長さのガイド
片を前記フラット壁の裏面に一体に形成し、前記突き当
り面と当接面との二面からなる入角状の嵌合部を設け、
この嵌合部に隣接して打設するコンクリート矢板の一端
部の二面を当接して、左右に並んだコンクリート矢板を
連結したことを特徴とするコンクリート矢板の継手装
置。
1. A concrete sheet pile having flat walls on both sides in the width direction and projecting walls in the central portion, and connecting both of these walls with side walls intersecting both walls at an obtuse angle. The end surface of the flat wall on one side is the abutting surface,
A guide piece that is approximately half the length of the flat wall that has the same thickness as the flat wall that projects from the abutment surface and forms the abutment surface is integrally formed on the back surface of the flat wall and abuts the abutment surface. Providing an angled fitting part consisting of two surfaces
A jointing device for concrete sheet piles, characterized in that two sides of one end of a concrete sheet pile placed adjacent to the fitting portion are brought into contact with each other to join the concrete sheet piles arranged side by side.
JP1989000915U 1989-01-09 1989-01-09 Concrete sheet pile joint device Expired - Fee Related JPH0738370Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989000915U JPH0738370Y2 (en) 1989-01-09 1989-01-09 Concrete sheet pile joint device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989000915U JPH0738370Y2 (en) 1989-01-09 1989-01-09 Concrete sheet pile joint device

Publications (2)

Publication Number Publication Date
JPH0293343U JPH0293343U (en) 1990-07-25
JPH0738370Y2 true JPH0738370Y2 (en) 1995-08-30

Family

ID=31200345

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989000915U Expired - Fee Related JPH0738370Y2 (en) 1989-01-09 1989-01-09 Concrete sheet pile joint device

Country Status (1)

Country Link
JP (1) JPH0738370Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4925205U (en) * 1972-06-03 1974-03-04
JPS60130830U (en) * 1984-02-07 1985-09-02 日本プレスコンクリ−ト株式会社 concrete sheet pile

Also Published As

Publication number Publication date
JPH0293343U (en) 1990-07-25

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