JPS57100217A - Refilling work for vacant area of concrete pile driven in site - Google Patents

Refilling work for vacant area of concrete pile driven in site

Info

Publication number
JPS57100217A
JPS57100217A JP17619980A JP17619980A JPS57100217A JP S57100217 A JPS57100217 A JP S57100217A JP 17619980 A JP17619980 A JP 17619980A JP 17619980 A JP17619980 A JP 17619980A JP S57100217 A JPS57100217 A JP S57100217A
Authority
JP
Japan
Prior art keywords
valve
refilling
soil
vacant area
pile
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
JP17619980A
Other languages
Japanese (ja)
Inventor
Yoshihisa Matsuda
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction Co 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Priority to JP17619980A priority Critical patent/JPS57100217A/en
Publication of JPS57100217A publication Critical patent/JPS57100217A/en
Pending legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE: To completely perform refilling work as well as reduce the number of operating processes by a method in which excavated soil is charged into the vacant area of excavated pit with pile, and then cement mortar is injected into the bottom of the pit, mixed with mud water and refilling soil, and hardened in such a way as to obtain embedding wok of a given hardness.
CONSTITUTION: After the completion of excavation and pile driving at site, excavated soil from the other pile pit is charged into vacant area b with mud water, formed above a concrete pile (a). Then, a forked grout pipe 2 whose one end is connected with an air hose 4 from an air compressor 3 and a valve 7a and the other is connected with a rubber hose 6 from a mortar pump 5 and a valve 7b is buried into the embedded soil charged into the vacant area. The valve 7a is closed, the valve 7b is opened, and a given amount of cement mortar is injected into the forked grout pipe 2. Afterwards, the valve 7b is closed, the valve 7a is opened, and air is jetted, whereupon mud water, refilling soil, and cement mortar are mixed together and then hardened by gelling reaction into a refilling area of a given hardness.
COPYRIGHT: (C)1982,JPO&Japio
JP17619980A 1980-12-12 1980-12-12 Refilling work for vacant area of concrete pile driven in site Pending JPS57100217A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17619980A JPS57100217A (en) 1980-12-12 1980-12-12 Refilling work for vacant area of concrete pile driven in site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17619980A JPS57100217A (en) 1980-12-12 1980-12-12 Refilling work for vacant area of concrete pile driven in site

Publications (1)

Publication Number Publication Date
JPS57100217A true JPS57100217A (en) 1982-06-22

Family

ID=16009352

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17619980A Pending JPS57100217A (en) 1980-12-12 1980-12-12 Refilling work for vacant area of concrete pile driven in site

Country Status (1)

Country Link
JP (1) JPS57100217A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5824024A (en) * 1981-08-05 1983-02-12 Ohbayashigumi Ltd Backfilling work for empty portion of in-place pile
CN102561947A (en) * 2012-02-17 2012-07-11 中国水利水电第十工程局有限公司 Vibroflotation lead hole construction method based on pneumatic drill slag stirring
CN111305754A (en) * 2020-02-27 2020-06-19 中铁建大桥工程局集团第五工程有限公司 Bored concrete pile construction method based on full-hydraulic power head drilling machine

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5824024A (en) * 1981-08-05 1983-02-12 Ohbayashigumi Ltd Backfilling work for empty portion of in-place pile
CN102561947A (en) * 2012-02-17 2012-07-11 中国水利水电第十工程局有限公司 Vibroflotation lead hole construction method based on pneumatic drill slag stirring
CN111305754A (en) * 2020-02-27 2020-06-19 中铁建大桥工程局集团第五工程有限公司 Bored concrete pile construction method based on full-hydraulic power head drilling machine

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