JPH0262930U - - Google Patents

Info

Publication number
JPH0262930U
JPH0262930U JP13983288U JP13983288U JPH0262930U JP H0262930 U JPH0262930 U JP H0262930U JP 13983288 U JP13983288 U JP 13983288U JP 13983288 U JP13983288 U JP 13983288U JP H0262930 U JPH0262930 U JP H0262930U
Authority
JP
Japan
Prior art keywords
steel pipe
pipe sheet
sheet pile
pile foundation
view
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.)
Pending
Application number
JP13983288U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP13983288U priority Critical patent/JPH0262930U/ja
Publication of JPH0262930U publication Critical patent/JPH0262930U/ja
Pending legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)

Description

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

第1図ないし第4図はこの考案の一実施例を示
すものであつて、第1図は鋼管矢板基礎における
鋼管矢板とコンクリートフーチングとの結合構造
の縦断側面図、第2図は第1図のA―A線断面図
、第3図は第1図のB―B線断面図、第4図は鋼
管矢板基礎とコンクリートフーチングとからなる
基礎を示す一部切欠斜視図である。第5図ないし
第8図はこの考案を実施する場合に使用できる多
連スタツド溶接装置の一例を示すものであつて、
第5図は多連スタツド溶接装置の斜視図、第6図
はその横断平面図、第7図はスタツド打設機と鋼
管との関係を示す一部縦断側面図、第8図は移動
台車の昇降ガイド部を示す側面図である。第9図
および第10図は従来の鋼管矢板基礎における鋼
管矢板の鋼管とコンクリートフーチングとの結合
構造を示すものであつて、第9図は側面図、第1
0図は縦断側面図である。 図において、1は鋼管矢板、2は鋼管、3は鉄
筋、4はコンクリートフーチング、9は鋼管矢板
基礎、11は敷砂層、12は底盤コンクリート、
13は橋脚、14はガイドレール、15は取付金
具、16はボルト、17は移動台車、18は上部
ガイドローラ、19は下部ガイドローラ、20は
昇降用チエーン、21は可動支持台、22は長孔
、23はハンドル、24は固定用ボルト、25は
倣いローラ、26はばね支承片、27は押付用ば
ね、28はスタツド打設機、29はフレーム、3
3は支軸、34は移動台、37は移動用空気圧シ
リンダ、38は移動量計測用ポテンシヨンメータ
、39はシールド保持板、40は押圧用板ばね、
41はアークシールド材である。
Figures 1 to 4 show one embodiment of this invention, in which Figure 1 is a longitudinal cross-sectional side view of the joint structure of the steel pipe sheet pile and concrete footing in a steel pipe sheet pile foundation, and Figure 2 is the same as Figure 1. 3 is a sectional view taken along line BB of FIG. 1, and FIG. 4 is a partially cutaway perspective view showing a foundation consisting of a steel pipe sheet pile foundation and a concrete footing. Figures 5 to 8 show an example of a multiple stud welding device that can be used to implement this invention.
Fig. 5 is a perspective view of the multiple stud welding device, Fig. 6 is its cross-sectional plan view, Fig. 7 is a partially longitudinal side view showing the relationship between the stud driving machine and the steel pipe, and Fig. 8 is the movable dolly. It is a side view which shows an elevation guide part. Figures 9 and 10 show the connection structure between the steel pipes of the steel pipe sheet pile and the concrete footing in a conventional steel pipe sheet pile foundation.
Figure 0 is a longitudinal side view. In the figure, 1 is a steel pipe sheet pile, 2 is a steel pipe, 3 is a reinforcing bar, 4 is a concrete footing, 9 is a steel pipe sheet pile foundation, 11 is a sand layer, 12 is a concrete base,
13 is a pier, 14 is a guide rail, 15 is a mounting bracket, 16 is a bolt, 17 is a moving cart, 18 is an upper guide roller, 19 is a lower guide roller, 20 is a lifting chain, 21 is a movable support base, and 22 is a long 23 is a handle, 24 is a fixing bolt, 25 is a copying roller, 26 is a spring support piece, 27 is a pressing spring, 28 is a stud driving machine, 29 is a frame, 3
3 is a support shaft, 34 is a moving table, 37 is a pneumatic cylinder for movement, 38 is a potentiometer for measuring the amount of movement, 39 is a shield holding plate, 40 is a leaf spring for pressing,
41 is an arc shield material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鋼管矢板基礎を構成する各鋼管矢板1における
鋼管2の側壁に、多数の鉄筋3の端部がスタツド
溶接により固着され、鋼管矢板基礎の内側に打設
されたコンクリートフーチング4に前記鉄筋3が
埋込定着されている鋼管矢板基礎における鋼管矢
板とコンクリートフーチングとの結合構造。
The ends of a large number of reinforcing bars 3 are fixed by stud welding to the side walls of the steel pipes 2 in each steel pipe sheet pile 1 constituting the steel pipe sheet pile foundation, and the reinforcing bars 3 are embedded in a concrete footing 4 cast inside the steel pipe sheet pile foundation. A joint structure between steel pipe sheet piles and concrete footings in a steel pipe sheet pile foundation that is fully anchored.
JP13983288U 1988-10-26 1988-10-26 Pending JPH0262930U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13983288U JPH0262930U (en) 1988-10-26 1988-10-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13983288U JPH0262930U (en) 1988-10-26 1988-10-26

Publications (1)

Publication Number Publication Date
JPH0262930U true JPH0262930U (en) 1990-05-10

Family

ID=31403456

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13983288U Pending JPH0262930U (en) 1988-10-26 1988-10-26

Country Status (1)

Country Link
JP (1) JPH0262930U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016188487A (en) * 2015-03-30 2016-11-04 新日鉄住金エンジニアリング株式会社 Foundation structure and construction method for foundation structure
JP2016223220A (en) * 2015-06-02 2016-12-28 日本スタッドウェルディング株式会社 Construction method concerning pile cap connection work using stud with screw and mechanical joint
JP2019210743A (en) * 2018-06-07 2019-12-12 株式会社竹中工務店 Retaining wall structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5310764A (en) * 1976-07-19 1978-01-31 Toray Industries Treatment of margin to sew up and to fold of cloth
JPS6054462A (en) * 1983-09-05 1985-03-28 Fujitsu Ltd Semiconductor device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5310764A (en) * 1976-07-19 1978-01-31 Toray Industries Treatment of margin to sew up and to fold of cloth
JPS6054462A (en) * 1983-09-05 1985-03-28 Fujitsu Ltd Semiconductor device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016188487A (en) * 2015-03-30 2016-11-04 新日鉄住金エンジニアリング株式会社 Foundation structure and construction method for foundation structure
JP2016223220A (en) * 2015-06-02 2016-12-28 日本スタッドウェルディング株式会社 Construction method concerning pile cap connection work using stud with screw and mechanical joint
JP2019210743A (en) * 2018-06-07 2019-12-12 株式会社竹中工務店 Retaining wall structure

Similar Documents

Publication Publication Date Title
JPH0262930U (en)
JP4519368B2 (en) Concrete structure and construction method thereof
JPH0687409U (en) Formwork support tool for concrete construction of road culvert construction concrete
CN220058804U (en) Pouring frame fixing structure
JP3051350U (en) Large box culvert with integrated precast block
CN220058371U (en) Basement outer wall stagnant water steel sheet strutting arrangement
JPH0526121Y2 (en)
JPH0745683Y2 (en) Steel column base structure
JPS61152053U (en)
JPH0312915U (en)
KR950018960A (en) Apparatus and construction method for constructing temporary wall for permanent wall (building base wall)
JPH0378240U (en)
JPH0721707Y2 (en) Panel up / down adjuster
JP3729890B2 (en) Single-sided precast concrete underground beam and its components
JPS62264216A (en) Assembly of banking-stabilizing anchor for vertical retaining wall
JPH0732755Y2 (en) Foundation bolt installation frame that also serves as a concrete formwork
JPS6235766Y2 (en)
JPH0145300Y2 (en)
JPH0349139Y2 (en)
JPS6226448U (en)
JPH0455056Y2 (en)
JPH0124192Y2 (en)
JPH0465879U (en)
JPH0643234Y2 (en) Slope protection structure
JPS5853329Y2 (en) Foundation reinforcement