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JP4584043B2 - Surface treatment method for soft ground, surface treatment material and bag used therefor - Google Patents
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JP4584043B2 - Surface treatment method for soft ground, surface treatment material and bag used therefor - Google Patents

Surface treatment method for soft ground, surface treatment material and bag used therefor Download PDF

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JP4584043B2
JP4584043B2 JP2005172526A JP2005172526A JP4584043B2 JP 4584043 B2 JP4584043 B2 JP 4584043B2 JP 2005172526 A JP2005172526 A JP 2005172526A JP 2005172526 A JP2005172526 A JP 2005172526A JP 4584043 B2 JP4584043 B2 JP 4584043B2
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bag body
base end
end side
surface treatment
side bag
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JP2006348481A (en
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幸義 北本
輝 吉田
健一 柴田
和孝 ▲から▼▲さき▼
順一 後藤
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Ashimori Industry Co Ltd
Kajima Corp
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Kajima Corp
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Description

本発明は、粘性土等の軟弱地盤上に表層処理用補強材を敷設して、覆土あるいは土構造物構築を行うための軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体に関するものである。   The present invention relates to a surface treatment method for a soft ground for laying a surface treatment reinforcing material on soft ground such as cohesive soil to construct a soil covering or a soil structure, and a surface treatment material and a bag used for the method. is there.

粘性土の軟弱地盤上に直接土砂を撒き出した場合、土砂の荷重あるいは撒出し機械の重量によって、土砂が粘性土と混合して役に立たなくなったり、地盤が破壊して陥没したりすることがある。
このような現象を防ぐため、表層処理方法として、1966年に繊維製織布を敷設材料に使用したシート工法が発明され、その後、敷設材料として合成樹脂製ネットを用いる敷網工法が開発され(特許文献1参照)、さらに、シートの補強を目的としたロープシート工法、あるいは竹枠とシートやネットを組み合わせた工法など、いくつかの関連工法が開発されてきた。
また、セメント等の固化材を軟弱土に添加・混合することによって表層部分の安定処理を図ろうとする固化処理技術も発展してきている。さらに、陸上又は水中下の軟弱地盤表層改良技術として、強靱で引張強度がある素材で製作された広い面積の透水性を有するジオテキスタイル等の袋を軟弱地盤の表層に展開し、この袋内に貧配合のセメント系等の固化材を充填し、硬化した固化材が引張強度のある袋で一体的に包被された平板状固化層を形成する方法が提案されている(特許文献2参照)。
また、新たに、軟弱地盤上にシートやネット等の可撓性の面状補強材を敷設するとともに、この面状補強材の上面と下面の少なくとも一方の面に脱水性を有し引張強度の高いホース等からなる可撓性の線状中空体を配設しあるいは予め取り付けておき、この線状中空体内にモルタル類を充填して格子状等の剛性補強体を形成し、敷設が容易で剛性の高い枠構造の剛性補強体により、面状補強材を介して載荷される土砂荷重を分散させ、軟弱地盤の破壊や変形を抑制して安定した覆士や盛土の土砂作業を行う工法が開発されている(特許文献3参照)。
さらに、本件出願人等の提案による、軟弱地盤上に可撓性の面状補強材を敷設するとともに、この面状補強材の上面と下面の少なくとも一方の面に筒状織物からなる格子状袋体を配設して、この格子状袋体内にモルタル等の固化材を充填して剛性補強体を形成する軟弱地盤の表層処理方法も開発されている(特願2003−401053号)。
If the soil is squeezed directly onto the soft ground of the clay, the soil may become unusable due to the load of the soil or the weight of the slagging machine, and the soil may become useless or the ground may break down and collapse. .
In order to prevent such a phenomenon, as a surface treatment method, a sheet method using fiber woven fabric as a laying material was invented in 1966, and then a laying method using a synthetic resin net as a laying material was developed ( Furthermore, several related methods have been developed, such as a rope sheet method for reinforcing a sheet, or a method combining a bamboo frame and a sheet or net.
In addition, solidification processing technology has been developed to stabilize the surface layer by adding and mixing a solidifying material such as cement to soft soil. Furthermore, as a technique for improving the surface layer of soft ground on land or in water, a bag of geotextile with a wide area and water permeability made of a tough, tensile-strength material is developed on the surface of the soft ground, There has been proposed a method of filling a solidified material such as a cemented cement and forming a flat solidified layer in which the hardened solidified material is integrally covered with a bag having tensile strength (see Patent Document 2).
In addition, a flexible planar reinforcing material such as a sheet or a net is laid on the soft ground, and at least one of the upper and lower surfaces of the planar reinforcing material is dewaterable and has a tensile strength. A flexible linear hollow body made of a high hose or the like is disposed or attached in advance, and the linear hollow body is filled with mortars to form a rigid reinforcing body such as a lattice, which is easy to lay. A rigid reinforcement body with a rigid frame structure disperses the earth and sand load loaded via the planar reinforcing material, and suppresses the breakage and deformation of the soft ground, and performs a stable cover work and embankment work for embankment. It has been developed (see Patent Document 3).
Furthermore, a lattice-like bag made of a tubular woven fabric on the upper surface and the lower surface of the planar reinforcing material is laid on the soft ground by the applicant's proposal. A surface treatment method for soft ground has also been developed in which a body is disposed and a rigid reinforcing body is formed by filling a solid body such as mortar into the lattice-shaped bag (Japanese Patent Application No. 2003-401053).

ところで、シートやネット等の可撓性の面状補強材を敷設する工法の成功の鍵を握っているのは、土砂の撒き出し方法である。このポイントは、不均一な盛土厚や局部的沈下による不同沈下をできるだけ生じさせないことにあり、第1層目の撒き出しで、層厚を大きくしたり、不均一な沈下の癖を付けたりすると、後続の第2層目の撒き出しでこの不均一状態を修正することが困難となる。
そのため、ジェットコンベアによる撒き出しや浚渫ポンプを使用した水搬撒き出しなどの工夫もされているが、一旦不均一な沈下による凹みが生じると、局所沈下の集中を助長することとなり、砂厚の管理・調整が困難になってくる。
このようなトラブルは、シートやネット等の可撓性の面状補強材の引張強さが少々大きければ防げるというものではなく、敷設する材料に剛性を与え、荷重分散効果を発揮させなければ、基本的に防止することはできない。
上記の長さ数mの竹を1m間隔の格子に組んで、その上にシートを敷設するという工法の原理は、まさに荷重分散効果を発揮させるものであるが、竹の調達や竹枠の形成、軟弱地盤上への設置等に係る施工性の問題がある。
一方、セメント等で軟弱地盤表層を格子状に直接固化処理して竹枠的な効果を期待する試みもあるが、別工程が増え、コスト的に高価となる。
また、表層部分を全面固化処理する工法や大きな袋内にセメント系等の固化材を充填する方法も、シートやネット等の可撓性の面状補強材を敷設する工法に比較して高価となる。
先の特許文献3記載の方法は、荷重分散により効果的に局部的沈下を抑制できるが、線状中空体毎にモルタル類を充填する必要があり、線状中空体が複数本ある場合は、1本ずつ線状中空体とモルタルポンプに接続されたホースの接続、モルタル充填、中空体端部の閉塞処理、接続の切り離しを行わねばならず、特に線状中空体の本数が多い場合は煩雑である上、施工時間も長くなりコストも上がるという問題がある。
また、この問題を解決するために開発された、前述の特願2003−401053号による表層処理方法は、1箇所からのモルタル充填作業で格子状袋体全体にモルタルを行き渡らせることができる点で、施工性に優れたものであった。
しかしながら、敷設面積が著しく大きくなると、1箇所からの注入では、格子状袋体の交点部分でのモルタルの流動に対する抵抗が次第に積み重なり充填に要する注入圧力が次第に高くなり、袋体の交点部分の破損や、袋体からのモルタルの脱水による流動不良が生じたりする問題があった。
特開2002−227178号公報 特開平11−152735号公報 特開2004−137778号公報
By the way, the key to the success of the construction method of laying a flexible planar reinforcing material such as a sheet or a net is the method of spreading earth and sand. The point is to prevent uneven settlement due to uneven embankment thickness and local settlement as much as possible. When the first layer is spread, the layer thickness is increased or uneven sedimentation is added. Then, it becomes difficult to correct this non-uniform state by rolling out the subsequent second layer.
For this reason, it has also been devised such as rolling out with a jet conveyor or water pumping out using a dredging pump, but once a depression due to uneven settlement occurs, it will promote concentration of local settlement, Management and adjustment becomes difficult.
Such troubles can not be prevented if the tensile strength of flexible planar reinforcing materials such as sheets and nets is a little large, but if the material to be laid is rigid and does not exhibit the load distribution effect, Basically it cannot be prevented.
The principle of the construction method that lays bamboo with a length of several meters on a grid with a 1m interval and lays a sheet on it is just to exert the load distribution effect, but procurement of bamboo and formation of bamboo frames There is a problem of workability related to installation on soft ground.
On the other hand, there is an attempt to expect the effect of a bamboo frame by directly solidifying the soft ground surface layer in a lattice shape with cement or the like, but the number of separate processes increases and the cost becomes high.
Also, the method of solidifying the entire surface layer portion and the method of filling a large bag with a cement-based solidifying material are expensive compared to the method of laying flexible planar reinforcing materials such as sheets and nets. Become.
The method described in Patent Document 3 can effectively suppress local settlement by load distribution, but it is necessary to fill mortars for each linear hollow body, and when there are a plurality of linear hollow bodies, One hose connected to the linear hollow body and the mortar pump, filling the mortar, closing the end of the hollow body and disconnecting the connection one by one, especially when the number of linear hollow bodies is large In addition, there is a problem that the construction time becomes longer and the cost increases.
Moreover, the surface layer processing method by the above-mentioned Japanese Patent Application No. 2003-401053 developed in order to solve this problem is that the mortar can be spread over the whole lattice bag body by the mortar filling operation from one place. It was excellent in workability.
However, when the laying area is remarkably increased, in the injection from one place, the resistance to the flow of the mortar at the intersection of the lattice-like bag gradually accumulates and the injection pressure required for filling gradually increases, and the intersection of the bag is broken. In addition, there is a problem that flow failure occurs due to dehydration of the mortar from the bag.
JP 2002-227178 A Japanese Patent Laid-Open No. 11-152735 JP 2004-137778 A

本発明は、これら従来の軟弱地盤の表層処理方法が有する問題点に鑑み、表層処理用補強材を構成する複数本の袋体に、流動性固化材の充填の際の注入圧力を高めることなく一度に充填することができるようにするとともに、表層処理用補強材をロール状に巻いたり、折り畳んでコンパクトな状態にして搬送することを可能にして、軟弱地盤の表層処理工事の作業効率を向上するようにした軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体を提供することを目的とする。   In view of the problems of these conventional methods for surface treatment of soft ground, the present invention does not increase the injection pressure when filling a plurality of bags constituting the reinforcing material for surface treatment with a fluidized solidifying material. In addition to being able to be filled at once, it is possible to roll the surface treatment reinforcing material into a roll or fold it and transport it in a compact state, improving the work efficiency of surface treatment work on soft ground An object of the present invention is to provide a surface treatment method for soft ground, a surface treatment material and a bag used for the method.

上記目的を達成するため、本発明の軟弱地盤の表層処理方法は、流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されてなる表層処理用袋体を含む表層処理用補強材を、軟弱地盤上に平面状に敷設し、前記表層処理用袋体内に流動性固化材を充填して剛性補強体を形成することを特徴とする。   In order to achieve the above object, the surface treatment method for a soft ground according to the present invention includes a base end side bag body into which a fluidized solidifying material is introduced, and two or more rows in a direction perpendicular to the base end side bag body. And a branch-side bag body that is arranged in a comb shape and communicates with the base-end side bag body so that the fluidized solidifying material is introduced from the base-end side bag body. A reinforcing material for surface layer treatment is laid flat on a soft ground, and a rigid reinforcing material is formed by filling a flowable solidifying material in the surface layer processing bag.

この場合において、表層処理用袋体が、前記表層処理用袋体の長さ方向と幅方向とに配設され、かつそれぞれの一端が連通した2本の前記基端側袋体と、該2本の基端側袋体にそれぞれ連通した複数の分岐側袋体とで格子状に構成することができる。   In this case, the surface treatment bag is disposed in the length direction and the width direction of the surface treatment bag, and the two proximal end bags communicated with each other, and the 2 A plurality of branch side bags respectively communicating with the base end side bags can be configured in a lattice shape.

また、前記分岐側袋体が、表層処理用補強材を構成する面状補強材の全面に亘って部分的に結合することができる。   Moreover, the said branch side bag body can be couple | bonded partially over the whole surface of the planar reinforcing material which comprises the reinforcing material for surface processing.

また、上記本発明の軟弱地盤の表層処理方法に用いられる軟弱地盤の表層処理材は、 流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されてなる表層処理用袋体と、表層処理用袋体の上面又は下面に配列された面状補強材と、前記表層処理用袋体内に充填、固化された流動性固化材とを備えてなることを特徴とする。   The soft ground surface treatment material used in the soft ground surface treatment method of the present invention includes a base end side bag body into which the fluidized solidifying material is introduced, and a direction perpendicular to the base end side bag body. It is arranged in two or more rows, and is configured in a comb shape with a branch side bag body that communicates with the base end side bag body so that a fluidized solid material is introduced from the base end side bag body. A surface treatment bag, a surface reinforcing material arranged on an upper surface or a lower surface of the surface treatment bag, and a fluidized solidified material filled and solidified in the surface treatment bag. And

また、前記面状補強材の長さ方向と幅方向とに配設され、かつそれぞれの一端が連通した2本の前記基端側袋体と、該2本の基端側袋体にそれぞれ連通した複数の分岐側袋体とで格子状に構成された表層処理用袋体を含むようにすることができる。   Also, the two base end side bags that are arranged in the length direction and the width direction of the planar reinforcing member and that communicate with each other, and communicate with the two base end side bags, respectively. It is possible to include a surface layer processing bag body configured in a lattice shape with the plurality of branch side bag bodies.

また、前記分岐側袋体が、前記面状補強材の全面に亘って部分的に結合することができる。   Moreover, the said branch side bag body can be couple | bonded partially over the whole surface of the said planar reinforcement.

また、上記本発明の軟弱地盤の表層処理方法に用いられる軟弱地盤の表層処理用袋体は、流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されたことを特徴とする。   The soft ground surface treatment bag body used in the soft ground surface treatment method of the present invention includes a base end side bag body into which a fluidized solidifying material is introduced, and a right angle to the base end side bag body. It is arranged in two or more rows in the direction, and is configured in a comb shape with a branch side bag body that communicates with the base end side bag body so that the fluidized solidifying material is introduced from the base end side bag body. It is characterized by that.

また、前記基端側袋体に大径部を形成し、該大径部において分岐側袋体と接合するようにすることができる。   Moreover, a large diameter part can be formed in the said base end side bag body, and it can join with a branch side bag body in this large diameter part.

本発明の軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体によれば、流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されてなる表層処理用袋体を含む表層処理用補強材を、軟弱地盤上に平面状に敷設し、前記表層処理用袋体内に流動性固化材を充填して剛性補強体を形成することにより、袋体への流動性固化材の注入圧力を極端に高めることなく、また、袋体の破損や袋体を通じた流動性固化材からの局所的な脱水による流動不良が生じることなく、一度に充填することができ、軟弱地盤の表層処理工事の作業効率を向上することができる。
また、表層処理用補強材全体がフレキシブルで部分的にかさばる部分がないため、表層処理用補強材をロール状に巻いたり、折り畳んでコンパクトな状態にして搬送することができる。
According to the surface treatment method for soft ground of the present invention and the surface treatment material and bag body used therefor, a base end side bag body into which the fluidized solidifying material is introduced, and a direction perpendicular to the base end side bag body 2 A surface layer that is arranged in rows or more and is configured in a comb shape with a branch side bag body that communicates with the base end side bag body so that a fluidized solid material is introduced from the base end side bag body By laying a surface treatment reinforcing material including a treatment bag body on a soft ground in a flat shape and filling the surface treatment bag body with a fluidized solidifying material to form a rigid reinforcement body, the bag body It can be filled at once without extremely increasing the injection pressure of the fluidized solidifying material, and without causing breakage of the bag or poor flow due to local dehydration from the fluidized solidifying material through the bag. It is possible to improve the work efficiency of surface treatment work on soft ground.
In addition, since the entire surface treatment reinforcing material is flexible and does not have a part that is bulky, the surface treatment reinforcing material can be wound in a roll shape or folded to be conveyed in a compact state.

また、表層処理用袋体が、前記表層処理用袋体の長さ方向と幅方向とに配設され、かつそれぞれの一端が連通した2本の前記基端側袋体と、該2本の基端側袋体にそれぞれ連通した複数の分岐側袋体とで格子状に構成することにより、格子状袋体を構成する分岐側袋体内に、流動性固化材を一度に充填することができ、軟弱地盤の表層処理工事の作業効率を向上することができる。   Further, two base end side bags that are disposed in a length direction and a width direction of the surface layer processing bag body, and whose one ends communicate with each other, By forming a grid with a plurality of branch side bags each communicating with the base side bag, it is possible to fill the branch side bags constituting the grid bag with a fluidized solidifying material at a time. It is possible to improve the work efficiency of surface treatment work on soft ground.

また、前記分岐側袋体を、表層処理用補強材を構成する面状補強材の全面に亘って部分的に結合することにより、面状補強材上に撒き出された土の荷重が、流動性固化材が充填され剛性を有する分岐側袋体により支持されることにより荷重分散が図られ、不均一な沈下の発生を防止することができる。
また、逆に、軟弱地盤の周囲の地盤が隆起する場合も、その隆起の力を面状補強材を介して流動性固化材が充填され剛性を有する分岐側袋体により支持することにより荷重分散が図られ、不均一な隆起の発生を防止することができる。
Further, by partially bonding the branch side bag body over the entire surface of the planar reinforcing material constituting the surface treatment reinforcing material, the load of the soil squeezed out on the planar reinforcing material flows. The load is distributed by being supported by the branch side bag body which is filled with the conductive solidifying material and has rigidity, and the occurrence of uneven settlement can be prevented.
Conversely, even if the ground around the soft ground rises, load distribution is achieved by supporting the force of the uplift by a fluid-solidifying material and supporting it by a branch side bag body having rigidity. This can prevent the occurrence of uneven ridges.

また、本発明の軟弱地盤の表層処理材によれば、流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されてなる表層処理用袋体と、表層処理用袋体の上面又は下面に配列された面状補強材と、前記表層処理用袋体内に充填、固化された流動性固化材とを備えてなることにより、充填された流動性固化材が硬化後、剛性を有する荷重支持構造体の一部として機能するようにすることができる。   Further, according to the surface treatment material for soft ground of the present invention, the base end side bag body into which the fluidized solidifying material is introduced and the base end side bag body are arranged in two or more rows in a direction perpendicular to the base end side bag body. And a surface layer processing bag body configured in a comb shape with a branch side bag body that communicates with the base end side bag body so that a fluidized solidifying material is introduced from the base end side bag body, By providing a sheet reinforcing material arranged on the upper surface or the lower surface of the processing bag body and a fluidized solidifying material filled and solidified in the surface processing bag body, the filled fluidized solidifying material is provided. After curing, it can function as part of a rigid load support structure.

また、本発明の軟弱地盤の表層処理用袋体によれば、流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成することにより、全体がフレキシブルで部分的にかさばる部分がないため、ロール状に巻いたり、折り畳んでコンパクトな状態にして搬送することができる。   Moreover, according to the surface layer processing bag body of the soft ground of the present invention, the base end side bag body into which the fluidized solidifying material is introduced and the base end side bag body are arranged in two or more rows in a direction perpendicular to the base end side bag body. By arranging in a comb shape with a branch side bag body that is arranged and communicated with the base end side bag body so that the fluidized solidifying material is introduced from the base end side bag body, the whole is flexible. Since there is no bulky part, it can be rolled or folded to be transported in a compact state.

また、前記基端側袋体に大径部を形成し、該大径部において分岐側袋体と接合することにより、接合部分の縫製加工や接着加工を行い易く、接合部分の強度が高く、また、接合部分における流動性固化材の流通を円滑にすることができる。   Further, by forming a large diameter portion in the base end side bag body, and joining to the branch side bag body in the large diameter portion, it is easy to perform sewing processing and adhesion processing of the joint portion, the strength of the joint portion is high, In addition, it is possible to smoothly distribute the flowable solidifying material at the joint portion.

以下、本発明の軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体の実施の形態を、図面に基づいて説明する。   DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of a surface treatment method for soft ground according to the present invention, a surface treatment material and a bag used for the method will be described below with reference to the drawings.

図1に、本発明の軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体の一実施例を示す。
この軟弱地盤の表層処理方法は、表層処理用補強材1として、織布や合成樹脂製のシート材等からなる面状補強材11と、モルタル類等の流動性固化材が充填される袋体で構成された表層処理用袋体12、13とを用いるようにし、この表層処理用補強材1を、軟弱地盤G上に平面状に敷設し、表層処理用袋体12、13内に流動性固化材を充填して剛性補強体を形成するようにしたものである。
そして、このうち、流動性固化材が充填される表層処理用袋体12、13は、流動性固化材が導入される基端側袋体12a、13aと、この基端側袋体12a、13aに対して直角方向に2列以上に並んで配置されるとともに、基端側袋体12a、13aにそれぞれ連通して基端側袋体12a、13aから流動性固化材が導入されるようにした分岐側袋体12b、13bとで各々櫛状に構成するようにしている。
FIG. 1 shows an embodiment of a surface treatment method for soft ground according to the present invention, and a surface treatment material and a bag used for the method.
This surface treatment method for a soft ground is a bag body filled with a sheet reinforcement 11 made of a woven fabric or a synthetic resin sheet as a reinforcement 1 for a surface treatment, and a fluidized solidifying material such as mortar. The surface treatment bag bodies 12 and 13 are used, and this surface treatment reinforcing material 1 is laid flat on the soft ground G and is fluidized in the surface treatment bag bodies 12 and 13. A rigid reinforcing body is formed by filling a solidifying material.
Of these, the surface treatment bag bodies 12 and 13 filled with the fluidized solidifying material are the base end side bag bodies 12a and 13a into which the fluidized solidifying material is introduced, and the base end side bag bodies 12a and 13a. Are arranged in two or more rows in a direction perpendicular to the base, and the fluidized solidification material is introduced from the base end side bag bodies 12a and 13a in communication with the base end side bag bodies 12a and 13a, respectively. Each of the branch side bags 12b and 13b is configured in a comb shape.

この表層処理用補強材1を、軟弱地盤G上に平面状に敷設するに当たっては、軟弱地盤Gの性状等に合わせて種々の方法を採用することができるが、ここでは、ロール状に巻かれた表層処理用補強材1を、この表層処理用補強材1の基端側袋体12a内に流動性固化材流体を導入するとともに、この基端側袋体12aから分岐側袋体12b内に流動性固化材流体を導入することによって、分岐側袋体12bを順次膨張させることにより、軟弱地盤G上に平面状に展開、敷設するようにしている。   In laying the surface layer treatment reinforcing material 1 in a flat shape on the soft ground G, various methods can be adopted according to the properties of the soft ground G. The surface layer treatment reinforcing material 1 is introduced into the base side bag body 12a of the surface layer processing reinforcement material 1 and the fluidized solidifying material fluid is introduced into the branch side bag body 12b from the base side bag body 12a. By introducing the fluidized solidifying material fluid, the branch side bag body 12b is inflated sequentially, so that it is developed and laid on the soft ground G in a planar shape.

ところで、本実施例においては、合成繊維製織布からなる面状補強材11と、櫛状に構成された表層処理用袋体12、13からなる格子状の表層処理用袋体とを、袋体の格子点等の任意の位置でベルトやコード等により結合したものを用いるようにしている。
これにより、面状補強材11上に撒き出された土の荷重が、充填された流動性固化材が固化することによって剛性を有する袋体12、13、具体的には、分岐側袋体12b、13bで支持されることにより荷重分散が図られ、不均一な沈下の発生を防止することができる。
また、逆に、軟弱地盤Gの周囲の地盤が隆起する場合も、その隆起の力を面状補強材11を介して流動性固化材が充填され剛性を有する分岐側袋体12b、13bで支持することにより荷重分散が図られ、不均一な隆起の発生を防止することができる。
なお、上記結合に用いる結合部材としては、例えば、引張強度:200kgf、直径:3mm、長さ:500〜1000mmのコードを用い、面状補強材11に形成された2個の穴を通して分岐側袋体12b、13bを結び付ける。ネット状の面状補強材11の場合には、コードを通すための穴を形成する必要はない。分岐側袋体12b、13bは、流動性固化材が充填されることにより膨らむのでその分余裕を持って結び付けるようにする。分岐側袋体12b、13bの格子点は、長めのコードを交点に斜めにかけて結び付ける。その他の箇所は短めのコードで結び付ける。
このほか、結合部材としては、例えば、引張強度:400kgf、幅:7mm、長さ:500〜1000mmのベルトを用いることもでき、ベルトの中央部分を予め面状補強材11の所定の位置に縫製しておくようにする。ネット状の面状補強材11の場合も同様に縫製しておいてもよい。
By the way, in this embodiment, a sheet-like reinforcing material 11 made of a synthetic fiber woven fabric and a lattice-shaped surface treatment bag made up of comb-like surface treatment bags 12 and 13 are used as a bag. What is connected by a belt, a cord or the like at an arbitrary position such as a lattice point of the body is used.
As a result, the load of the soil squeezed out on the planar reinforcing material 11 causes the bag bodies 12 and 13 having rigidity by solidifying the filled fluidized solidifying material, specifically, the branch side bag body 12b. , 13b, load distribution is achieved, and uneven settlement can be prevented.
Conversely, when the ground around the soft ground G rises, the force of the rise is supported by the branch side bags 12b and 13b filled with the fluidized solidifying material via the planar reinforcing material 11 and having rigidity. By doing so, load distribution is achieved, and the occurrence of uneven bulges can be prevented.
In addition, as a coupling member used for the said coupling | bonding, for example, the code | cord | chord of tensile strength: 200kgf, diameter: 3mm, length: 500-1000mm is used, and a branch side bag is passed through two holes formed in the planar reinforcing material 11. The bodies 12b and 13b are connected. In the case of the net-like planar reinforcing material 11, it is not necessary to form a hole for passing the cord. Since the branch side bag bodies 12b and 13b are inflated by being filled with the fluidized solidifying material, the branch side bag bodies 12b and 13b are connected with a margin. The lattice points of the branch side bag bodies 12b and 13b are connected by putting a long cord diagonally at the intersection. Connect the other parts with short codes.
In addition, as the coupling member, for example, a belt having a tensile strength of 400 kgf, a width of 7 mm, and a length of 500 to 1000 mm can be used, and the central portion of the belt is previously sewn at a predetermined position of the planar reinforcing material 11. Try to keep it. The net-like planar reinforcing material 11 may be sewn in the same manner.

面状補強材11と格子状の表層処理用袋体とを結合する他の方法としては、図2に示すように、面状補強材11に2箇所のスリット11aを形成し、このスリット11aに分岐側袋体12b、13bを貫通させる方法や、図3に示すように、面状補強材11を織る際に、例えば、モノフィラメントが複数本織り込まれたベルト状二重織部分11bを形成し、このベルト状二重織部分11bに分岐側袋体12b、13bを貫通させる方法を採用することができる。
後者のベルト状二重織部分11bを形成する結合方法は、面状補強材11に穴やスリットを形成しないことから、結合部において面状補強材11の強度を低下させない利点がある。
なお、これらの結合方法に、ベルトやコード等の結合部材を用いる結合方法を併用することもできる。
As another method for joining the planar reinforcing material 11 and the lattice-shaped surface treatment bag, as shown in FIG. 2, two slits 11a are formed in the planar reinforcing material 11, and the slits 11a are formed. For example, when weaving the planar reinforcing material 11, as shown in FIG. 3, a belt-shaped double woven portion 11b in which a plurality of monofilaments are woven is formed, as shown in FIG. A method of allowing the branch side bag bodies 12b and 13b to penetrate the belt-like double woven portion 11b can be employed.
The joining method for forming the latter belt-shaped double woven portion 11b does not form a hole or a slit in the planar reinforcing material 11, and therefore has an advantage of not reducing the strength of the planar reinforcing material 11 at the joint.
In addition, the coupling method using coupling members, such as a belt and a cord, can also be used in combination with these coupling methods.

本実施例において、面状補強材11を構成する合成繊維製織布は、例えば、経糸・緯糸は共にポリエステル繊維からなり、寸法:12m×12m、厚さ:0.38mm、目付:320g/m、強度:250kgf/3cmのものを用いるようにしている。 In this example, the synthetic fiber woven fabric constituting the planar reinforcing material 11 is made of polyester fibers for both warp and weft, for example, dimensions: 12 m × 12 m, thickness: 0.38 mm, basis weight: 320 g / m. 2. Strength: 250 kgf / 3 cm.

表層処理用袋体12、13の分岐側袋体12b、13bは、長さ方向に一定の直径部分と該直径より大きな大径部分を有する筒状織物であり、小径部の直径:100mm、大径部の直径:150mmで透水性を有している。筒状織物の経糸・緯糸は共にポリエステル繊維製で、繊度(d):1100、より本数:2、タテ総本数768、密度(本/cm):経糸小径部24.5、経糸大径部16.3、緯糸小径部4.7、緯糸大径部8.5である。この筒状織物は、長さ方向の経糸と該経糸にスパイラル状に織り込まれた緯糸とからなる織物であって、該織物の経糸方向の引張強度が緯糸方向の引張強度の1/2倍以上である必要があり、本実施例では小径部で4倍以上、大径部で約2倍である。   The branch side bag bodies 12b and 13b of the surface layer processing bag bodies 12 and 13 are tubular woven fabrics having a constant diameter portion in the length direction and a large diameter portion larger than the diameter, and the diameter of the small diameter portion: 100 mm, large Diameter of diameter part: 150 mm and water permeability. Both the warp and weft of the tubular woven fabric are made of polyester fiber, the fineness (d): 1100, the number of strands: 2, the total number of warps 768, the density (lines / cm): the warp small diameter portion 24.5, the warp large diameter portion 16 .3, a weft small diameter portion 4.7, and a weft large diameter portion 8.5. This tubular woven fabric is a woven fabric composed of warps in the length direction and wefts spirally woven into the warp, and the tensile strength in the warp direction of the woven fabric is 1/2 or more times the tensile strength in the weft direction. In the present embodiment, it is 4 times or more in the small diameter portion and about 2 times in the large diameter portion.

基端側袋体12a、13aと分岐側袋体12b、13bとの接合部分は、基端側袋体12a、13aに長さ150mmのスリットが設けられており、分岐側袋体12b、13bの端部がそこに接合するように組み立てられている。両者の接合は、縫合によるか、ホットメルト樹脂等による接着により行うことができる。   The joint portions between the base end side bag bodies 12a and 13a and the branch side bag bodies 12b and 13b are provided with slits having a length of 150 mm in the base end side bag bodies 12a and 13a. The end is assembled so that it joins there. Both can be joined by stitching or by adhesion with hot melt resin or the like.

基端側袋体12a、13aは、柔軟で薄い厚さの合成繊維製織布からなる筒状織物でもよいが、分岐側袋体12b、13bに使用したのと同じ合成繊維製織布からなる筒状織物を使用することにより、充填された流動性固化材が硬化後、剛性を有する荷重支持構造体の一部として機能するようにすることができる。
この場合、基端側袋体12a、13aの大径部において分岐側袋体と接合するようにすることにより、接合部分の縫製加工や接着加工が行い易くなり、接合部分の強度が高く、また、接合部分における流動性固化材の流通を円滑にすることができる。
The base end side bag bodies 12a and 13a may be a cylindrical fabric made of a synthetic fiber woven fabric having a soft and thin thickness, but are made of the same synthetic fiber woven fabric as that used for the branch side bag bodies 12b and 13b. By using a cylindrical woven fabric, the filled fluidized solidifying material can function as a part of a rigid load supporting structure after curing.
In this case, by joining the branch side bag body at the large diameter portion of the base end side bag body 12a, 13a, it becomes easy to perform sewing processing and bonding processing of the joint portion, and the strength of the joint portion is high. In addition, it is possible to smoothly distribute the flowable solidifying material in the joint portion.

ところで、本実施例においては、2つの櫛状に構成した表層処理用袋体12、13を組み合わせることにより、格子状の表層処理用袋体を構成するようにしている。
すなわち、流動性固化材が導入される基端側袋体12aと、この基端側袋体12aに対して直角方向に2列以上(本実施例においては、5列。間隔は、約2mに設定するようにしている。)に並んで配置されるとともに、基端側袋体12aに連通して基端側袋体12aから流動性固化材が導入されるようにした分岐側袋体12bとで、一方の櫛状の袋体12を構成するようにし、これにより、分岐側袋体12bへの流動性固化材の導入を効率よく行うことができるようにしている。
また、基端側袋体12aには、必要に応じて、バルブ25を介して、流動性固化材が導入されるもう一方の基端側袋体13aを接続し、この基端側袋体13aと、基端側袋体13aに対して直角方向(基端側袋体12aと平行)に2列以上(本実施例においては、6列。間隔は、約2mに設定するようにしている。)に並んで配置されるとともに、基端側袋体13aに連通して基端側袋体13aから流動性固化材が導入されるようにした分岐側袋体13bとで、他方の櫛状の袋体13を構成するようにし、これにより、分岐側袋体13bへの流動性固化材の導入を効率よく行うことができるようにしている。
なお、本実施例においては、分岐側袋体12bの先端部を、この先端部に配設した分岐側袋体13b’に連通して、分岐側袋体12bの先端部から分岐側袋体13b’に流動性固化材が導入されるようにしているが、分岐側袋体12bの先端部と分岐側袋体13b’とを遮断することもできる。
By the way, in this embodiment, a surface layer processing bag body in a lattice shape is configured by combining two surface layer processing bag bodies 12 and 13 configured in a comb shape.
That is, the base end side bag body 12a into which the fluidized solidifying material is introduced, and two or more rows in the direction perpendicular to the base end side bag body 12a (in this embodiment, five rows. The interval is about 2 m. A branch side bag body 12b that is arranged side by side and communicates with the base end side bag body 12a so that the fluidized solidified material is introduced from the base end side bag body 12a; Thus, one comb-shaped bag body 12 is configured, and thereby, the flowable solidifying material can be efficiently introduced into the branch side bag body 12b.
Further, the base end side bag body 12a is connected to another base end side bag body 13a into which the fluidized solidifying material is introduced via a valve 25 as necessary, and this base end side bag body 13a. And two or more rows in the direction perpendicular to the base end side bag body 13a (parallel to the base end side bag body 12a) (in this embodiment, six rows. The interval is set to about 2 m. ) And a branch side bag body 13b that communicates with the base end side bag body 13a so that the fluidized solid material is introduced from the base end side bag body 13a, and the other comb-like bag The bag body 13 is configured so that the flowable solidifying material can be efficiently introduced into the branch side bag body 13b.
In the present embodiment, the leading end portion of the branch side bag body 12b is communicated with the branch side bag body 13b 'disposed at the tip portion, and the branch side bag body 13b is connected to the branch side bag body 12b. Although a fluid solidifying material is introduced into ', the distal end portion of the branch side bag body 12b and the branch side bag body 13b' can be shut off.

基端側袋体12a、13aには、櫛状に構成した表層処理用袋体12、13にモルタル類等の流動性固化材を導入するための流動性固化材供給手段2として、ミキサー21、ホッパー22、ポンプ23及び流量計24並びにバルブ25を接続するようにする。
そして、袋体12、13の流動性固化材の注入口14の対角位置にロードセル27を配設し(この場合、必要に応じて、他の位置や複数位置にロードセルを配設することもできる。)、このロードセル27により検出した流動性固化材の圧力と、流動性固化材の供給側に配設したロードセル28により検出した流動性固化材の圧力とを、データ処理、制御装置26により処理し、流動性固化材供給手段2による流動性固化材の供給状態を把握したり、制御することができる。
ここで、流動性固化材供給手段2による流動性固化材の供給は、両袋体12、13に同時に行うこともできるが、基端側袋体12aのみに先に流動性固化材を導入することによって順次膨張させることにより、表層処理用補強材1を軟弱地盤G上に平面状に展開、敷設する場合には、次の順序で行うようにすることが好ましい。
表層処理用補強材1の展開時には、流動性固化材の注入を0°方向のみ(袋体12のみ)とし、表層処理用補強材1が展開後、バルブ25を切り替えて、90°方向(袋体13)にも注入を行う。そして、流動性固化材が両袋体12、13全体に行き渡った後、バルブ25の切り替えを4〜5回程度繰り返し、流動性固化材の供給(ケーキ層の形成)を行う。
流動性固化材供給手段2による流動性固化材の供給圧力及び流量は、流動性固化材の性状等によっても変化するが、例えば、供給圧力:0.5MPa、流量:50リットル/分程度に設定するようにする。
ちなみに、図1に示す表層処理用補強材1は、流動性固化材供給手段2による基端側袋体12aへの流動性固化材の供給開始後、3分程度で分岐側袋体12bの展開が開始し、以降、2.5〜3m/分の速度で展開が進み、分岐側袋体12bの先端部から分岐側袋体13b’に流動性固化材が導入されて、表層処理用補強材1を完全に展開することができた。
The base end side bag bodies 12a and 13a have a mixer 21 as fluidity solidifying material supply means 2 for introducing a fluidity solidification material such as mortar into the comb-shaped surface treatment bag bodies 12 and 13. The hopper 22, the pump 23, the flow meter 24, and the valve 25 are connected.
And the load cell 27 is arrange | positioned in the diagonal position of the injection port 14 of the fluid solidification material of the bag bodies 12 and 13 (In this case, a load cell can also be arrange | positioned in another position or several positions as needed. The data processing and control device 26 determines the pressure of the fluidized solidified material detected by the load cell 27 and the pressure of the fluidized solidified material detected by the load cell 28 provided on the fluidized solidified material supply side. It is possible to grasp and control the supply state of the fluidized solidified material by the fluidized solidified material supply means 2.
Here, the supply of the fluidized solidified material by the fluidized solidified material supply means 2 can be performed simultaneously on both the bag bodies 12 and 13, but the fluidized solidified material is introduced only into the base end side bag body 12a first. When the surface layer reinforcing material 1 is expanded and laid on the soft ground G in a planar shape by sequentially expanding the material, it is preferable to carry out in the following order.
When the surface treatment reinforcing material 1 is deployed, the fluidized solidifying material is injected only in the 0 ° direction (only the bag body 12), and after the surface treatment reinforcing material 1 is deployed, the valve 25 is switched to the 90 ° direction (the bag). The body 13) is also injected. Then, after the fluidized solidifying material has spread over the entire bag bodies 12 and 13, the switching of the valve 25 is repeated about 4 to 5 times to supply the fluidized solidifying material (formation of a cake layer).
The supply pressure and flow rate of the fluidized solidified material by the fluidized solidified material supply means 2 vary depending on the properties of the fluidized solidified material, but are set to, for example, supply pressure: 0.5 MPa, flow rate: about 50 liters / minute. To do.
Incidentally, the reinforcing material for surface layer treatment 1 shown in FIG. 1 is developed in about 3 minutes after the fluidized solidifying material supplying means 2 starts supplying the fluidized solidified material to the proximal bag 12a. Then, the development proceeds at a speed of 2.5 to 3 m / min, and the fluidized solidifying material is introduced into the branch side bag body 13b ′ from the front end portion of the branch side bag body 12b, and the reinforcing material for surface processing 1 could be fully deployed.

この軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体によれば、表層処理用補強材1を構成する表層処理用袋体12、13の基端側袋体12a、12bから流動性固化材を2列以上に並んで配置された分岐側袋体12b、13bに、流動性固化材の充填の際の流動性固化材の注入圧力を極端に高めることなく、また、袋体12、13の破損や袋体12、13を通じた流動性固化材からの局所的な脱水による流動不良が生じることなく、一度に充填することができ、軟弱地盤の表層処理工事の作業効率を向上することができる。
また、表層処理用補強材1全体がフレキシブルで部分的にかさばる部分がないため、表層処理用補強材1をロール状に巻いたり、折り畳んでコンパクトな状態にして搬送することができる。
According to the surface treatment method for soft ground and the surface treatment material and bag used therefor, fluidity solidification is performed from the base side bags 12a and 12b of the surface treatment bags 12 and 13 constituting the surface treatment reinforcing material 1. Without significantly increasing the injection pressure of the flowable solidifying material when the flowable solidifying material is filled into the branch side bag bodies 12b and 13b arranged in two or more rows, the bag bodies 12 and 13 are also provided. Can be filled at a time without causing breakage of the fluid and local fluid dehydration from the fluidized solidified material through the bags 12 and 13, thereby improving the work efficiency of surface treatment work on soft ground. it can.
In addition, since the entire surface processing reinforcing material 1 is flexible and does not have a part that is bulky, the surface processing reinforcing material 1 can be wound in a roll shape or folded to be conveyed in a compact state.

以上、本発明の軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体について、その実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、その趣旨を逸脱しない範囲において適宜その構成を変更することができるものである。   As mentioned above, although the surface layer processing method of the soft ground of the present invention and the surface layer processing material and bag used for it were explained based on the example, the present invention is not limited to the composition described in the above example, The configuration can be changed as appropriate without departing from the spirit of the invention.

本発明の軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体は、表層処理用補強材を構成する複数本の袋体に、流動性固化材の充填の際の注入圧力を高めることなく一度に充填することができるようにするとともに、表層処理用補強材をロール状に巻いたり、折り畳んでコンパクトな状態にして搬送することを可能にして、軟弱地盤の表層処理工事の作業効率を向上することができ、海等の水上を含む軟弱地盤の表層処理工法に好適に用いることができる。   The surface treatment method for soft ground according to the present invention, and the surface treatment material and the bag used for the method, without increasing the injection pressure when filling the plurality of bags constituting the reinforcing material for surface treatment with the fluidized solidifying material. In addition to being able to be filled at once, it is possible to roll the surface treatment reinforcing material into a roll or fold it and transport it in a compact state, improving the work efficiency of surface treatment work on soft ground Therefore, it can be suitably used for a surface layer processing method for soft ground including water on the sea or the like.

本発明の軟弱地盤の表層処理方法並びにそれに用いる表層処理材及び袋体の一実施例を示し、(a)は平面図、(b)は表層処理用補強材の敷設方法の一例を示す断面図である。The surface treatment method of the soft ground of this invention, and the surface treatment material used for it, and one Example of a bag body are shown, (a) is a top view, (b) is sectional drawing which shows an example of the laying method of the reinforcement material for surface treatment It is. 面状補強材と表層処理用袋体との結合方法の第1変形例を示し、(a)は平面図、(b)は(a)のX−X断面図である。The 1st modification of the coupling | bonding method of a planar reinforcing material and the surface layer processing bag body is shown, (a) is a plan view, and (b) is an XX cross-sectional view of (a). 面状補強材と表層処理用袋体との結合方法の第2変形例を示し、(a)は平面図、(b)は(a)のX−X断面図である。The 2nd modification of the coupling | bonding method of a planar reinforcement and a surface layer processing bag body is shown, (a) is a top view, (b) is XX sectional drawing of (a).

符号の説明Explanation of symbols

1 表層処理用補強材
11 面状補強材
12 表層処理用袋体
12a 基端側袋体
12b 分岐側袋体
13 表層処理用袋体
13a 基端側袋体
13b 分岐側袋体
13b’分岐側袋体
14 流動性固化材の注入口
2 流動性固化材供給手段
21 ミキサー
22 ホッパー
23 ポンプ
24 流量計
25 バルブ
26 データ処理、制御装置
27 ロードセル
28 ロードセル
G 軟弱地盤
DESCRIPTION OF SYMBOLS 1 Surface layer processing reinforcing material 11 Planar reinforcing material 12 Surface layer processing bag body 12a Base end side bag body 12b Branch side bag body 13 Surface layer processing bag body 13a Base end side bag body 13b Branch side bag body 13b 'Branch side bag Body 14 Fluidity solidification material inlet 2 Fluidity solidification material supply means 21 Mixer 22 Hopper 23 Pump 24 Flow meter 25 Valve 26 Data processing and control device 27 Load cell 28 Load cell G Soft ground

Claims (8)

流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されてなる表層処理用袋体を含む表層処理用補強材を、軟弱地盤上に平面状に敷設し、前記表層処理用袋体内に流動性固化材を充填して剛性補強体を形成することを特徴とする軟弱地盤の表層処理方法。   A base end side bag body into which the fluidized solidifying material is introduced, and a base end side that is arranged in two or more rows in a direction perpendicular to the base end side bag body and communicates with the base end side bag body A reinforcing material for surface layer treatment including a surface layer processing bag body formed in a comb shape with a branch side bag body into which a fluidized solidifying material is introduced from the bag body is laid flat on a soft ground. A method for treating a surface layer of a soft ground, wherein a rigid reinforcing body is formed by filling a flowable solidifying material in the surface treatment bag body. 表層処理用袋体が、前記表層処理用袋体の長さ方向と幅方向とに配設され、かつそれぞれの一端が連通した2本の前記基端側袋体と、該2本の基端側袋体にそれぞれ連通した複数の分岐側袋体とで格子状に構成されたことを特徴とする請求項1記載の軟弱地盤の表層処理方法。   Two base end side bag bodies in which a surface layer processing bag body is disposed in a length direction and a width direction of the surface layer processing bag body, and one ends thereof communicate with each other, and the two base end portions 2. The surface treatment method for a soft ground according to claim 1, wherein the surface layer treatment method comprises a plurality of branch side bags respectively communicating with the side bags in a lattice shape. 前記分岐側袋体が、表層処理用補強材を構成する面状補強材の全面に亘って部分的に結合されていることを特徴とする請求項1又は2記載の軟弱地盤の表層処理方法。   The surface treatment method for soft ground according to claim 1 or 2, wherein the branch-side bag is partially bonded over the entire surface of the planar reinforcement constituting the reinforcement for surface treatment. 流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されてなる表層処理用袋体と、表層処理用袋体の上面又は下面に配列された面状補強材と、前記表層処理用袋体内に充填、固化された流動性固化材とを備えてなることを特徴とする軟弱地盤の表層処理材。   A base end side bag body into which the fluidized solidifying material is introduced, and a base end side that is arranged in two or more rows in a direction perpendicular to the base end side bag body and communicates with the base end side bag body Surface layer processing bag body configured in a comb shape with a branch side bag body in which a flowable solidifying material is introduced from the bag body, and planar reinforcement arranged on the upper surface or the lower surface of the surface layer processing bag body A soft ground surface treatment material, comprising: a material and a fluidized solid material filled and solidified in the surface treatment bag body. 前記面状補強材の長さ方向と幅方向とに配設され、かつそれぞれの一端が連通した2本の前記基端側袋体と、該2本の基端側袋体にそれぞれ連通した複数の分岐側袋体とで格子状に構成された表層処理用袋体を含むことを特徴とする請求項4記載の軟弱地盤の表層処理材。   Two base end side bags that are arranged in the length direction and width direction of the planar reinforcing material and that communicate with each other, and a plurality of base end side bags that communicate with the two base end side bags, respectively. 5. The surface treatment material for soft ground according to claim 4, comprising a bag body for surface treatment that is configured in a lattice pattern with the branch side bag body. 前記分岐側袋体が、前記面状補強材の全面に亘って部分的に結合されていることを特徴とする請求項4又は5記載の軟弱地盤の表層処理材。   The surface treatment material for soft ground according to claim 4 or 5, wherein the branch side bag is partially bonded over the entire surface of the planar reinforcing material. 流動性固化材が導入される基端側袋体と、該基端側袋体に対して直角方向に2列以上に並んで配置されるとともに、基端側袋体に連通して基端側袋体から流動性固化材が導入されるようにした分岐側袋体とで櫛状に構成されたことを特徴とする軟弱地盤の表層処理用袋体。   A base end side bag body into which the fluidized solidifying material is introduced, and a base end side that is arranged in two or more rows in a direction perpendicular to the base end side bag body and communicates with the base end side bag body A surface layer processing bag body for soft ground, characterized in that it is formed in a comb shape with a branch side bag body in which a fluidized solidifying material is introduced from the bag body. 前記基端側袋体に大径部を形成し、該大径部において分岐側袋体と接合することを特徴とする請求項7記載の軟弱地盤の表層処理用袋体。   The surface layer processing bag body for soft ground according to claim 7, wherein a large diameter portion is formed in the base end side bag body, and the large diameter portion is joined to the branch side bag body.
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