JPS5748018A - Constructing method for pile foundation with underground wall - Google Patents

Constructing method for pile foundation with underground wall

Info

Publication number
JPS5748018A
JPS5748018A JP12326880A JP12326880A JPS5748018A JP S5748018 A JPS5748018 A JP S5748018A JP 12326880 A JP12326880 A JP 12326880A JP 12326880 A JP12326880 A JP 12326880A JP S5748018 A JPS5748018 A JP S5748018A
Authority
JP
Japan
Prior art keywords
pile
trench
guide
underground wall
wall
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.)
Granted
Application number
JP12326880A
Other languages
Japanese (ja)
Other versions
JPS6017898B2 (en
Inventor
Hideyoshi Takahashi
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.)
TOMOEGUMI IRON WORKS
TOMOEGUMI IRON WORKS Ltd
TOMOEGUMI TEKKOSHO KK
Original Assignee
TOMOEGUMI IRON WORKS
TOMOEGUMI IRON WORKS Ltd
TOMOEGUMI TEKKOSHO KK
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 TOMOEGUMI IRON WORKS, TOMOEGUMI IRON WORKS Ltd, TOMOEGUMI TEKKOSHO KK filed Critical TOMOEGUMI IRON WORKS
Priority to JP12326880A priority Critical patent/JPS6017898B2/en
Publication of JPS5748018A publication Critical patent/JPS5748018A/en
Publication of JPS6017898B2 publication Critical patent/JPS6017898B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE: To increase the efficiency of construction without using a stabilizing liquid by a method wherein a trench for an underground wall is bug by using a horizontal guide installed in a position where the underground wall is to be constructed as a guide therefor and a pile pit and the trench for the wall are bug by using a vertical guide built in the trench as a guide therefor.
CONSTITUTION: The horizontal guide 5 formed of an angle material is installed in a position where the underground wall is to be constructed, at an interval equal to the width of excavation of the underground wall 1. With the horizontal guide 5 used as a guide and around a position where a pile 2 is to be built in, the trench 3A for the underground wall is bug by a prescribed length. In the trench 3A thus excavated, the vertical guides 6 separating the trench 3 from the pile pit 4 are built in a pair. Next, by using the vertical guide 6 as a guide, the pile pit 4 is dug in accordance with a required diameter for the pile 2. While the remaining trench 3B for the underground wall existing between the pile pits 4 is dug, a pile component 11 such as a reinforcement basket is built in the pile pit 4 and a wall casing 12 formed of plywood and the like is built in the trench 3B. The top part of the wall 12 is fitted to the horizontal guide 5 and the concrete for the pile 2 and the underground wall 1 is cast.
COPYRIGHT: (C)1982,JPO&Japio
JP12326880A 1980-09-05 1980-09-05 Construction method of pile foundation with underground wall Expired JPS6017898B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12326880A JPS6017898B2 (en) 1980-09-05 1980-09-05 Construction method of pile foundation with underground wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12326880A JPS6017898B2 (en) 1980-09-05 1980-09-05 Construction method of pile foundation with underground wall

Publications (2)

Publication Number Publication Date
JPS5748018A true JPS5748018A (en) 1982-03-19
JPS6017898B2 JPS6017898B2 (en) 1985-05-07

Family

ID=14856350

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12326880A Expired JPS6017898B2 (en) 1980-09-05 1980-09-05 Construction method of pile foundation with underground wall

Country Status (1)

Country Link
JP (1) JPS6017898B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63309561A (en) * 1987-06-11 1988-12-16 Mitsui Eng & Shipbuild Co Ltd Heat-resistant alkali paint
GB2381014A (en) * 2001-10-17 2003-04-23 Cementation Found Skanska Ltd Load bearing pile in line of perimeter wall
CN105735236A (en) * 2016-03-17 2016-07-06 中铁十六局集团北京轨道交通工程建设有限公司 Soil mass pre-reinforcement method for trench construction of underground diaphragm wall in thick mud layer
CN111705786A (en) * 2020-03-27 2020-09-25 中铁四局集团第二工程有限公司 Method for vertical combination construction of composite stratum underground continuous wall and cast-in-situ bored pile

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63309561A (en) * 1987-06-11 1988-12-16 Mitsui Eng & Shipbuild Co Ltd Heat-resistant alkali paint
GB2381014A (en) * 2001-10-17 2003-04-23 Cementation Found Skanska Ltd Load bearing pile in line of perimeter wall
CN105735236A (en) * 2016-03-17 2016-07-06 中铁十六局集团北京轨道交通工程建设有限公司 Soil mass pre-reinforcement method for trench construction of underground diaphragm wall in thick mud layer
CN111705786A (en) * 2020-03-27 2020-09-25 中铁四局集团第二工程有限公司 Method for vertical combination construction of composite stratum underground continuous wall and cast-in-situ bored pile

Also Published As

Publication number Publication date
JPS6017898B2 (en) 1985-05-07

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