JPH0629498B2 - Soft ground treatment method - Google Patents

Soft ground treatment method

Info

Publication number
JPH0629498B2
JPH0629498B2 JP63078546A JP7854688A JPH0629498B2 JP H0629498 B2 JPH0629498 B2 JP H0629498B2 JP 63078546 A JP63078546 A JP 63078546A JP 7854688 A JP7854688 A JP 7854688A JP H0629498 B2 JPH0629498 B2 JP H0629498B2
Authority
JP
Japan
Prior art keywords
soft ground
treatment method
embankment
columnar
ground
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.)
Expired - Lifetime
Application number
JP63078546A
Other languages
Japanese (ja)
Other versions
JPH01250513A (en
Inventor
精治 上原
洋一 土居
浩二 花見
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.)
Sumitomo Construction Co Ltd
Hokuden Kogyo KK
Original Assignee
Sumitomo Construction Co Ltd
Hokuden Kogyo 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 Sumitomo Construction Co Ltd, Hokuden Kogyo KK filed Critical Sumitomo Construction Co Ltd
Priority to JP63078546A priority Critical patent/JPH0629498B2/en
Publication of JPH01250513A publication Critical patent/JPH01250513A/en
Publication of JPH0629498B2 publication Critical patent/JPH0629498B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、軟弱地盤に補強するに際して行われる地盤
処理方法に関するものである。
TECHNICAL FIELD The present invention relates to a ground treatment method performed when reinforcing soft ground.

〔従来技術およびこの発明が解決すべき課題〕[Prior Art and Problems to be Solved by the Invention]

ここでの地盤処理とは、局部的な盛土や盛土端部の形を
保持し、陥没や滑り破壊を防止する等の支持力増大や不
同沈下抑制のため。または低盛土道路や工事用道路等に
おいて、盛土自体の荷重や、トラック等の繰り返し荷重
に対して支持力を確保するために行われるものである。
The ground treatment here is to increase the bearing capacity such as maintaining the shape of the local embankment and the edge of the embankment, preventing depression and slip failure, and suppressing differential settlement. Alternatively, it is carried out on low embankment roads, construction roads, etc. in order to secure the bearing capacity against the load of the embankment itself and the repeated load of trucks and the like.

そして従来この種の処理方法としては、浅層混合処理工
法,シート工法,いかだ沈床工法等が一般に知られてい
る。しかし浅層混合処理工法は、原地盤に硬化剤を添加
する必要があるのため、強度管理が面倒となるものであ
る。またシート工法では、引張り材の補強だけとなり、
曲げ補強等に関して不十分なものである。さらにいかだ
沈床は、材料の劣化が激しいものである。この発明は上
記事情に鑑みなされたものである。その目的は、浅層混
合処理工法に比べ、強度管理が容易であり、いかだ沈床
工法等のように材料の劣化が起りがたく、比較的少量の
硬化材料の使用により、大きな補強効果を発揮できる軟
弱地盤の処理方法を提案するにある。
As a conventional treatment method of this kind, a shallow layer mixing treatment method, a sheet method, a raft sedimentation method, etc. are generally known. However, in the shallow layer mixing treatment method, it is necessary to add a curing agent to the original ground, so that strength management becomes troublesome. Also, in the sheet construction method, only reinforcement of the tensile material,
It is inadequate for bending reinforcement. Furthermore, raft sedimentation is a severe deterioration of materials. The present invention has been made in view of the above circumstances. Its purpose is that strength management is easier than in the shallow layer mixing method, and deterioration of the material is unlikely to occur in the raft flooring method, etc., and a large reinforcing effect can be achieved by using a relatively small amount of hardening material. It is to propose a method for treating soft ground.

〔課題を解決するための手段〕[Means for Solving the Problems]

この軟弱地盤の処理方法は、強度が高い透水性の長い布
袋に石炭灰を主材とする硬化材料を加圧充填してなる複
数の柱状補強材を、軟弱地盤上に並列あるいは交差方向
となし布設し、その上に盛土することを特徴とする。
This method for treating soft ground has a plurality of columnar reinforcements made by compressing and filling hardened material consisting mainly of coal ash into a cloth bag with high strength and long water permeability, which is arranged in parallel or in the cross direction on the soft ground. It is characterized by laying and embankment on it.

この発明で用いる布袋は透水性があり強度が大きく、適
度の伸度を有するものであり、ポリエステル、ナイロ
ン、ポリエチレン、ポリプロピレン等の合成繊維製のも
のが好適に用いられる。その形状は長い袋状のものであ
り、後述する実施例に示すごとく、独立形式のもの、も
しくはシートと一体のものがある。硬化材料は石炭灰を
主材とし、添加材としてセメント、あるいは石膏等を混
合したものであり、適当量の水を加えスラリー状となし
施工に用いられる。
The cloth bag used in the present invention is permeable to water, has high strength, and has an appropriate degree of elongation, and is preferably made of synthetic fibers such as polyester, nylon, polyethylene, and polypropylene. The shape thereof is a long bag shape, and as shown in Examples described later, it may be of an independent type or may be integrated with a sheet. The hardening material is a mixture of coal ash as a main material and cement, gypsum, etc. as an additive material, and is used for construction without adding a proper amount of water to form a slurry.

柱状補強材は地盤に作用する応力に対応して並列あるい
は井桁状など交差する方向に配向し、すなわち、いかだ
状に布設する。
The columnar reinforcing materials are oriented in parallel or in a crossing direction such as a cross girder corresponding to the stress acting on the ground, that is, they are laid in a raft shape.

〔実施例〕〔Example〕

以下この発明の処理方法を図示する実施例によって説明
する。
The processing method of the present invention will be described below with reference to illustrated embodiments.

この処理方法で軟弱地盤を補強するには、地盤上所定位
置に所定の方向に配向して布袋を配置し、スラリー状と
なした硬化材料を加圧注入して脱水,充填し、硬化材料
を袋体と一体となし固化せしめて複数の柱状補強材を形
成,布設し、その上に盛土するものである。
In order to reinforce the soft ground by this treatment method, the cloth bag is arranged at a predetermined position on the ground in a predetermined direction, and the curable material in the form of slurry is injected under pressure to dehydrate and fill the cured material. A plurality of columnar reinforcing materials are formed and laid by being solidified without being integrally formed with the bag body, and the embankment is embanked on it.

第1図に示す実施例は軟弱地盤1上に長い布袋2に硬化
材料を充填してなった断面円形の柱状補強材3を井桁
状、すなわち直交する2方向に布設し、その上に盛土5
を施した処理方法の例である。
In the embodiment shown in FIG. 1, a columnar reinforcing material 3 having a circular cross section, which is made by filling a long cloth bag 2 with a hardening material on a soft ground 1, is laid in a cross girder shape, that is, in two orthogonal directions, and an embankment 5 is placed thereon.
It is an example of the processing method which gave.

第2,3,4図に示す実施例はシート4と一体に形成さ
れた並列する複数の布袋2に硬化材料を充填してなった
断面方形の柱状補強材3を並列方向に配向し布設し、そ
の上に盛土5を行なった処理例である。
In the embodiment shown in FIGS. 2, 3 and 4, a plurality of side-by-side cloth bags 2 integrally formed with the sheet 4 are filled with a hardening material, and a columnar reinforcing material 3 having a rectangular cross section is orientated in the parallel direction. This is an example of a process in which the embankment 5 was performed thereon.

第5図は布袋2の外側に型枠6を配し、硬化材料を充填
して断面方形の柱状補強材3をつくる事例を示す。
FIG. 5 shows an example of arranging the mold 6 on the outside of the cloth bag 2 and filling the hardening material to form the columnar reinforcing material 3 having a rectangular cross section.

長い布袋は必ずしも単一のものに限らない。例えば、長
い布袋を縦横方向に内部を連通して連結しておき、内部
に硬化材料を充填し、田型等に連結された柱状補強材を
つくることができる。また下段の柱状補強材上直交方向
に上段の柱状補強材を重ね布設することもできる。
A long cloth bag is not necessarily a single one. For example, a long cloth bag may be connected in the vertical and horizontal directions so as to communicate with each other, and the inside may be filled with a hardening material to form a columnar reinforcing material connected to a rice field pattern or the like. It is also possible to lay the upper columnar reinforcing material in a direction orthogonal to the lower columnar reinforcing material so as to be stacked.

なお補強材料3の曲げ剛性(耐力)向上のために、引張
強度の大きい網状の補強材(図示せず)を引張補強とし
て各補強材料3に配置する場合もある。
In order to improve the bending rigidity (proof strength) of the reinforcing material 3, a mesh-like reinforcing material (not shown) having a large tensile strength may be arranged on each reinforcing material 3 as tensile reinforcement.

〔作用および発明の効果〕[Operation and effect of the invention]

この発明は以上の構成からなる、この処理方法は、 柱状補強材は、外側の高強度の布袋と内部の硬化材
料が一体となり、大きな曲げ強度を発現し、しかも、シ
ート補強材や平板状の補強盤に比べ、断面高さを大とな
し得るので、軟弱地盤の曲げ強度の向上に大きく寄与
し、補強効果を高めることができる。
The present invention is configured as described above. In this processing method, the column-shaped reinforcing member is formed by integrating the outer high-strength cloth bag and the inner hardened material into one body, and exhibits a large bending strength. Since the sectional height can be made larger than that of the reinforcing board, it contributes greatly to the improvement of the bending strength of the soft ground and the reinforcing effect can be enhanced.

長い柱状補強材を、作用する外部応力に対し有効な
方向に並列あるいは交差する方向に配向布設することに
より、補強効果を一層高めることができる。例えば、道
路などの長い構造物は、長さ方向に直交する方向に柱状
補強材を並列配置することにより、補強効果および経済
性の向上を図ることができる。
The reinforcing effect can be further enhanced by orienting and arranging the long columnar reinforcing material in parallel or in a direction intersecting with the effective direction with respect to the applied external stress. For example, in a long structure such as a road, the reinforcement effect and the economical efficiency can be improved by arranging the columnar reinforcing members in parallel in the direction orthogonal to the length direction.

布袋は帯状のため取扱性が優れ、軟弱地盤上に配置
し、硬化材料を充填し、容易正確に欠陥のない柱状補強
材を形成、布設できる。
Since the cloth bag is strip-shaped, it is easy to handle, and it can be placed on soft ground and filled with a hardening material to easily and accurately form and lay a columnar reinforcing material without defects.

硬化材料は、球状で比重が小さい石炭灰を主材とす
るので、スラリーの流動性がよく、加圧脱水が容易であ
り、柱状補強材の強度発現に寄与する。
Since the curable material is mainly made of spherical coal ash having a small specific gravity, the slurry has good fluidity, is easily dehydrated under pressure, and contributes to the strength development of the columnar reinforcing material.

この処理方法は次の効果を奏する。This processing method has the following effects.

・ 従来のシート工法あるいは補強盤等による補強に比
べ補強効果が大であり、盛土荷重およびその上から作用
する応力に対抗する大きな耐力を軟弱地盤に付与でき
る。
-The effect of reinforcement is greater than the conventional sheet construction method or reinforcement by a reinforcing board, etc., and a large proof stress against the embankment load and the stress acting on it can be given to the soft ground.

・ 特殊な機械を用いず、能率よく施工できる。・ Efficient construction is possible without using special machinery.

・ 原地盤に直接硬化材を添加しないので、強度管理が
容易となり、有機質土の地盤改良等にも適用できる。
-Since the hardening material is not added directly to the original ground, strength management becomes easy and it can be applied to soil improvement of organic soil.

・ 従来のいかだ沈床の様な材料の劣化を起さない。-Does not cause material deterioration such as conventional raft sinking.

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

第1図はこの発明方法により処理した地盤の断面図、第
2図はこの発明方法の別態様により処理した地盤の断面
図、第3図は第2図のA−A線断面図、第4図は第3図
のB部分の斜視図、第5図は断面方形の柱状補強材の製
作状態を示す断面図である。 1……軟弱地盤、2……布袋、3……柱状補強材、4…
…シート、5……盛土、6……型枠。
FIG. 1 is a sectional view of the ground treated by the method of the present invention, FIG. 2 is a sectional view of the ground treated by another aspect of the method of the present invention, and FIG. 3 is a sectional view taken along the line AA of FIG. FIG. 5 is a perspective view of a portion B in FIG. 3, and FIG. 5 is a sectional view showing a manufacturing state of a columnar reinforcing material having a rectangular cross section. 1 ... Soft ground, 2 ... cloth bag, 3 ... columnar reinforcement, 4 ...
… Sheet, 5 …… Embroidery, 6 …… Formwork.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭61−165412(JP,A) 特開 昭63−184607(JP,A) 特公 昭56−41766(JP,B2) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP 61-165412 (JP, A) JP 63-184607 (JP, A) JP 56-41766 (JP, B2)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】強度が高い透水性の長い布袋に石炭灰を主
材とする硬化材料を加圧充填してなる複数の柱状補強材
を、軟弱地盤上に並列あるいは交差方向となし布設し、
その上に盛土することを特徴とする軟弱地盤の処理方
法。
1. A plurality of columnar reinforcing materials, which are obtained by pressurizing and filling a hard permeable material having a high strength and a hard permeable material mainly composed of coal ash, are laid on a soft ground in parallel or in a cross direction.
A method for treating soft ground, characterized by embankment on top of it.
JP63078546A 1988-03-31 1988-03-31 Soft ground treatment method Expired - Lifetime JPH0629498B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63078546A JPH0629498B2 (en) 1988-03-31 1988-03-31 Soft ground treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63078546A JPH0629498B2 (en) 1988-03-31 1988-03-31 Soft ground treatment method

Publications (2)

Publication Number Publication Date
JPH01250513A JPH01250513A (en) 1989-10-05
JPH0629498B2 true JPH0629498B2 (en) 1994-04-20

Family

ID=13664917

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63078546A Expired - Lifetime JPH0629498B2 (en) 1988-03-31 1988-03-31 Soft ground treatment method

Country Status (1)

Country Link
JP (1) JPH0629498B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4584043B2 (en) * 2005-06-13 2010-11-17 鹿島建設株式会社 Surface treatment method for soft ground, surface treatment material and bag used therefor
CN100447345C (en) * 2007-04-17 2008-12-31 张志铁 Large-area soft foundation soil bag and wellpoint composite consolidation method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63184607A (en) * 1987-01-26 1988-07-30 Seni Doboku Kaihatsu Kk Stabilizing construction for surface layer for poor subsoil

Also Published As

Publication number Publication date
JPH01250513A (en) 1989-10-05

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