JPH07259103A - Improving method for soft ground - Google Patents
Improving method for soft groundInfo
- Publication number
- JPH07259103A JPH07259103A JP8521594A JP8521594A JPH07259103A JP H07259103 A JPH07259103 A JP H07259103A JP 8521594 A JP8521594 A JP 8521594A JP 8521594 A JP8521594 A JP 8521594A JP H07259103 A JPH07259103 A JP H07259103A
- Authority
- JP
- Japan
- Prior art keywords
- building
- foundation
- soft ground
- bag
- special shape
- 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
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】 数米から数十米の深さを持つ粘土層が主体となっている
地域で、建造物や重量物の設置や据付けを行う場合、そ
れらの基礎は地盤の構成、粘土の種類等あらゆる土性値
を考慮して設計され施工されている。即ち、基礎が作用
する地盤は確実に耐力を保持しなければならない。然る
に軟弱地盤に於いては、往々にして地下水や近接物件と
の関連で不同沈下が発生する。本発明案はこの様な現象
を留める為考案したもので、これを図面で説明すると第
一図は本案工法を施工中の略図で、既設建造物(1)の
基礎(2)直下に穿かれた孔(3)中へ、本案工法で使
用する為特殊に製織された長筒形の織布袋(4)を注入
管(5)と共に挿入している処である。第二図は充填物
(6)を注入して膨らんだ織布袋(4)の一例を、第三
図は、時間の経過に連れて固形化する充填物(6)を織
布袋(4)の先端(最低)から注入管(5)を通して注
入充填しながら、逐次注入管(5)を引き抜いてゆく工
程を表現した略図である。第四図は本案工法の施工完成
図で、充填物(6)を圧入して特殊な形状になった長筒
形の織布袋(4)の最上部は、建造物(1)の荷重を効
率良く受ける様基礎(2)下全面に固着一体化(7)さ
せている。国土の約25%が軟弱地盤で占められている
我が国に於いては、地盤改良の工法が数多開発されてい
る。然し、都市構造は日に日に複雑化して、更に手狭な
場所での簡易工法が要求される。本発明案は、この要求
を充たすべく考案されたもので、本案施工後は、引き続
きの沈下を防止する僅かりでなく、沈下した箇所を簡単
に修正復旧することが出来るのを特徴とする。[Detailed Description of the Invention] In an area where clay layers having a depth of several to several tens of US are mainly used, when building or installing a building or heavy object, the foundation of them is the composition of the ground, Designed and constructed in consideration of all soil properties such as clay type. That is, the ground on which the foundation acts must surely retain its proof stress. On soft ground, however, differential settlement often occurs in relation to groundwater and neighboring properties. The present invention has been devised to prevent such a phenomenon, and it will be explained with reference to the drawings. Fig. 1 is a schematic diagram of the construction method of the present invention, which is drilled directly under the foundation (2) of an existing building (1). A long tubular woven fabric bag (4) specially woven for use in the method of the present invention is inserted into the hole (3) together with the injection pipe (5). FIG. 2 shows an example of the woven bag (4) which is inflated by injecting the filling (6), and FIG. 3 shows the filling (6) of the woven bag (4) which solidifies with the passage of time. It is a schematic diagram showing a process of sequentially pulling out the injection pipe (5) while injecting and filling from the tip (lowest) through the injection pipe (5). Fig. 4 is a completed construction drawing of the proposed method. The top of the long tubular woven bag (4) with a special shape by press-fitting the filling (6) is designed to efficiently load the building (1). In order to receive it well, it is fixedly integrated (7) on the entire lower surface of the foundation (2). In Japan, where about 25% of the national land is dominated by soft ground, many ground improvement methods have been developed. However, the urban structure becomes complicated day by day, and a simple construction method in a narrower space is required. The present invention has been devised to meet this requirement, and is characterized in that after the construction of the present invention, it is possible to easily correct and restore the submerged portion, not just a slight amount that prevents subsequent subsidence.
第一図 本発明案工法を施工中の略図 第二図 本発明工法に使用する織布袋が中身に充填物を
充填した時特殊な形状になった一例の略図 第三図 本発明工法を施工の経過に於いて、織布袋に充
填物を充填しながら注入管を引き抜いて行く過程の略図 第四図 本発明の施工完成図 細部 1、建造物 2、既設基礎 3、窄かれた孔 4 織布袋 5、充填物注入管 、6、時間の経過に連れて固形化する充填物 7、固形一体化部Fig. 1 Schematic diagram of the method of the present invention during construction Fig. 2 Schematic diagram of an example in which the woven bag used in the method of the present invention has a special shape when the contents are filled with filling material Fig. 3 Fig. 3 of the method of the present invention Schematic diagram of the process of pulling out the injection pipe while filling the woven bag with the filling in the course of the process. Fig. 4 Completed drawing of the present invention Detail 1, Building 2, Existing foundation 3, Constricted hole 4 Woven bag 5, filling material injection pipe 6, filling material that solidifies over time 7, solid integrated part
Claims (1)
物の不同沈下に対して、その建造物の基礎直下の地盤を
窄孔しその中に、膨らむと特殊な形状になる様に製織し
た長筒形の織布袋を挿入し、その袋中に時間の経過に連
れて固形化する充填物を圧入してその建造物の荷重に抵
抗する地盤に改良する工法。For uneven settlement of an existing building caused or that may occur due to soft ground, the ground just below the foundation of the building is pierced and woven in such a way that it swells into a special shape A method in which a tubular woven fabric bag is inserted, and a filling material that solidifies over time is pressed into the bag to improve the ground to resist the load of the building.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8521594A JPH07259103A (en) | 1994-03-16 | 1994-03-16 | Improving method for soft ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8521594A JPH07259103A (en) | 1994-03-16 | 1994-03-16 | Improving method for soft ground |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07259103A true JPH07259103A (en) | 1995-10-09 |
Family
ID=13852361
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8521594A Pending JPH07259103A (en) | 1994-03-16 | 1994-03-16 | Improving method for soft ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07259103A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2798150A1 (en) * | 1999-09-07 | 2001-03-09 | Atighechi Alain Tabatabai | Building foundation consolidation system consists of pumping mortar through tubes in lengthwise beam to fill gaps caused by ground movement |
KR20030012449A (en) * | 2001-08-01 | 2003-02-12 | 원 회 양 | Method of construction for filling up concrete by using the sack for foundation of fabric in under the water. |
WO2011131833A2 (en) * | 2010-04-19 | 2011-10-27 | Uretek Worldwide Oy | Method and arrangement for preventing movement of structure |
WO2012085342A1 (en) * | 2010-12-20 | 2012-06-28 | Uretek Worldwide Oy | Method and arrangement for supporting structure |
US8956083B2 (en) | 2010-02-23 | 2015-02-17 | Uretek Worldwide Oy | Method and apparatus for injecting material into soil |
CN110258677A (en) * | 2018-05-25 | 2019-09-20 | 北京恒祥宏业基础加固技术有限公司 | Lifting method is reinforced in the sedimentation of existing building isolated footing |
-
1994
- 1994-03-16 JP JP8521594A patent/JPH07259103A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2798150A1 (en) * | 1999-09-07 | 2001-03-09 | Atighechi Alain Tabatabai | Building foundation consolidation system consists of pumping mortar through tubes in lengthwise beam to fill gaps caused by ground movement |
KR20030012449A (en) * | 2001-08-01 | 2003-02-12 | 원 회 양 | Method of construction for filling up concrete by using the sack for foundation of fabric in under the water. |
US8956083B2 (en) | 2010-02-23 | 2015-02-17 | Uretek Worldwide Oy | Method and apparatus for injecting material into soil |
WO2011131833A2 (en) * | 2010-04-19 | 2011-10-27 | Uretek Worldwide Oy | Method and arrangement for preventing movement of structure |
WO2011131833A3 (en) * | 2010-04-19 | 2011-12-15 | Uretek Worldwide Oy | Method and arrangement for preventing movement of structure |
WO2012085342A1 (en) * | 2010-12-20 | 2012-06-28 | Uretek Worldwide Oy | Method and arrangement for supporting structure |
US9200422B2 (en) | 2010-12-20 | 2015-12-01 | Uretek Worldwide Oy | Method and arrangement for supporting structure |
CN110258677A (en) * | 2018-05-25 | 2019-09-20 | 北京恒祥宏业基础加固技术有限公司 | Lifting method is reinforced in the sedimentation of existing building isolated footing |
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