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JPS6051226A - Steel sheet pile sheathing work using stay steel sheet pile - Google Patents

Steel sheet pile sheathing work using stay steel sheet pile

Info

Publication number
JPS6051226A
JPS6051226A JP15628583A JP15628583A JPS6051226A JP S6051226 A JPS6051226 A JP S6051226A JP 15628583 A JP15628583 A JP 15628583A JP 15628583 A JP15628583 A JP 15628583A JP S6051226 A JPS6051226 A JP S6051226A
Authority
JP
Japan
Prior art keywords
steel sheet
sheet pile
stay
earth retaining
sheet piles
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
JP15628583A
Other languages
Japanese (ja)
Inventor
Yoshito Kimura
木村　好人
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.)
Hazama Ando Corp
Original Assignee
Hazama Gumi Ltd
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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP15628583A priority Critical patent/JPS6051226A/en
Publication of JPS6051226A publication Critical patent/JPS6051226A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE:To permit the omitting of processes and also diversional use of stay steel sheet piles by a method in which stay steel sheet piles are erected at given intervals to the back side of the active degradation angle on one side of a sheathing steel sheet pile and then excavation is made. CONSTITUTION:A sheathing steel sheet pile 3 is erected into the ground 1 and stay steel sheet piles 4 are driven at given intervals to the back side (A-B line) of the active degradation angle on one side of the sheet pile 3. Reaction of earth pressure and water pressure to the sheet pile 3 is transmitted to the stay steel sheet piles 4 to offer a resistance originated in the friction forces on the back side, and thereby the deformation of the sheet pile 3 and also of the ground's surface is reduced. Excavation is then made to a given position of the ground 1 facing the sheet pile 3. In this case, a waling 2 is set in place.

Description

【発明の詳細な説明】 この発明は、土留工における根切りに先立って土留鋼矢
板の片側に所定間隔に控え鋼矢板を一建込んだ後、土留
鋼矢板を残して根切り施工する鋼矢板土留工法に関する
。Detailed Description of the Invention This invention provides a steel sheet pile in which, prior to root cutting in earth retaining work, one steel sheet pile is erected at a predetermined interval on one side of the earth retaining steel sheet pile, and then root cutting is performed while leaving the earth retaining steel sheet pile. Regarding earth retaining method.

従来、土留工における土留壁の安定には腹起し切梁また
は土留アンカーを建込んで行われている。しかし、この
切梁または土留アンカーの設置は切梁またはアンカー設
置位置が施工できる位置まで根切を行ってから切梁また
はアンカーを行って土留壁の安定を図っている。この場
合、切梁またはアンカーを設置して、さらに切梁または
土留アンカー設置位置下を掘削すると土留壁には掘削に
したがって変形し、切梁または土留アンカーの荷重が増
加したり地表面の変形が大きくなる欠点があった。Conventionally, the stabilization of retaining walls in earth retaining works has been carried out by erecting raised struts or retaining anchors. However, in order to install the struts or retaining anchors, the roots are cut to a position where the struts or anchors can be installed, and then the struts or anchors are installed in order to stabilize the retaining wall. In this case, if you install a strut or anchor and then excavate below the location where the strut or earth retaining anchor is installed, the earth retaining wall will deform due to the excavation, and the load on the strut or earth retaining anchor will increase and the ground surface will deform. There was a downside to getting bigger.

この発明は、上述の欠点を解決して控え鋼矢板による鋼
矢板土留工法を提供するものである。The present invention solves the above-mentioned drawbacks and provides a steel sheet pile earth retaining method using braced steel sheet piles.

次に、この発明の実施例を図面に基づいて説明する。第
１図は、この発明の平面図、第一図は縦断面図である。Next, embodiments of the present invention will be described based on the drawings. FIG. 1 is a plan view of the present invention, and FIG. 1 is a longitudinal sectional view.

図において、地盤／内に土留鋼矢板３を建込むとともに
片側に所定間隔に直線鋼矢板を控え鋼矢板グを主働崩壊
角のｆｒ而（Ａ−Ｂ線）まで打込む。In the figure, earth retaining steel sheet piles 3 are erected in the ground, and straight steel sheet piles are placed on one side at predetermined intervals, and the steel sheet piles are driven up to the active collapse angle (line A-B).

次いで土留鋼矢板３の土圧、水圧の反力を控え鋼矢板グ
に伝え、この背面部の摩擦力による抵抗させることによ
り土留鋼矢板３の変形および地表面変形を減少させ、土
留鋼矢板３を残して対向する地盤ｌを所定位置まで掘削
すればよい。この際、腹起しコは所定の位置に設置すれ
ばよい。Next, the reaction force of the earth pressure and water pressure of the earth retaining steel sheet pile 3 is transmitted to the steel sheet pile, and the frictional force of this rear part is used to resist the deformation of the earth retaining steel sheet pile 3 and the ground surface deformation, thereby reducing the earth retaining steel sheet pile 3. All you have to do is to excavate the opposing ground l to a predetermined position, leaving . At this time, the belly riser may be installed at a predetermined position.

上述の通り、この発明によれば従来のアースアンカーに
よる土留工法に比較して、削孔、グラウト、緊張等の工
程は、控え鋼矢板を打ち込むだけでよく、工程の効率が
向上されるとともに、控え鋼矢板の転用が可能である。As mentioned above, according to the present invention, compared to the conventional earth retaining method using earth anchors, processes such as drilling, grouting, and tensioning only require driving the steel sheet piles, which improves the efficiency of the process. It is possible to repurpose the steel sheet piles.

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

第１図は、この発明の平面図、第２図は、縦断面図であ
る。 ／：地盤 、２：Ｈ形鋼 ３：土留鋼矢板 ｔＩ：控え鋼矢板 」陣Ｉ４FIG. 1 is a plan view of the invention, and FIG. 2 is a longitudinal sectional view. /: Ground, 2: H-shaped steel 3: Earth retaining steel sheet pile tI: Steel sheet pile tI: ``Steel sheet pile'' camp I4

Claims (1)

【特許請求の範囲】[Claims] 土留工において、土留鋼矢板の片側に所定間隔に控え鋼
矢板を主働崩壊角の背面まで建込んだ後、土留鋼矢板を
残して根切り施工することを特徴とする控え鋼矢板によ
る鋼矢板土留工法In earth retaining work, steel sheet piles are constructed on one side of the earth retaining steel sheet piles at predetermined intervals to the back of the main collapse angle, and then root cutting is carried out while leaving the earth retaining steel sheet piles. Earth retaining method
JP15628583A 1983-08-29 1983-08-29 Steel sheet pile sheathing work using stay steel sheet pile Pending JPS6051226A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15628583A JPS6051226A (en) 1983-08-29 1983-08-29 Steel sheet pile sheathing work using stay steel sheet pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15628583A JPS6051226A (en) 1983-08-29 1983-08-29 Steel sheet pile sheathing work using stay steel sheet pile

Publications (1)

Publication Number Publication Date
JPS6051226A true JPS6051226A (en) 1985-03-22

Family

ID=15624470

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15628583A Pending JPS6051226A (en) 1983-08-29 1983-08-29 Steel sheet pile sheathing work using stay steel sheet pile

Country Status (1)

Country Link
JP (1) JPS6051226A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003278391A (en) * 2002-03-22 2003-10-02 Shimizu Corp Seismic support method and structure for temporary receiving of buildings
JP2014105553A (en) * 2012-11-29 2014-06-09 Ohbayashi Corp Earth retaining wall structure, and construction method for the same

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5844119A (en) * 1981-09-10 1983-03-15 Shuzo Toriuchi Stabilization work for sheathing wall

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5844119A (en) * 1981-09-10 1983-03-15 Shuzo Toriuchi Stabilization work for sheathing wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003278391A (en) * 2002-03-22 2003-10-02 Shimizu Corp Seismic support method and structure for temporary receiving of buildings
JP2014105553A (en) * 2012-11-29 2014-06-09 Ohbayashi Corp Earth retaining wall structure, and construction method for the same

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