JP2009030395A - Surface layer treatment bag body of weak ground - Google Patents

Surface layer treatment bag body of weak ground Download PDF

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JP2009030395A
JP2009030395A JP2007197250A JP2007197250A JP2009030395A JP 2009030395 A JP2009030395 A JP 2009030395A JP 2007197250 A JP2007197250 A JP 2007197250A JP 2007197250 A JP2007197250 A JP 2007197250A JP 2009030395 A JP2009030395 A JP 2009030395A
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cylindrical
tubular
fabric
penetrating member
soft ground
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JP4896835B2 (en
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Yukiyoshi Kitamoto
幸義 北本
Teru Yoshida
輝 吉田
Seiji Toyoshima
正治 豊島
Michitaka Okamoto
道孝 岡本
和孝 ▲からさき▼
Kazutaka Karasaki
Junichi Goto
順一 後藤
Yoshimi Mihara
良美 三原
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Ashimori Industry Co Ltd
Kajima Corp
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Ashimori Industry Co Ltd
Kajima Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a surface layer treatment bag body of the weak ground, capable of assembling and disassembling at a job site, easy in carrying, capable of freely setting a pitch of a cylindrical member, and installable in a free layout. <P>SOLUTION: A surface layer treatment material of the weak ground is composed of the cylindrical member used by injecting and hardening a self-hardening fluid into an inside part, and a sheet-like reinforcing material arranged on an upper surface or an under surface of the cylindrical member. At least a pair of opposed opening parts 11 are formed in a cylindrical textile 1, and an opening edge part and a cylindrical body 2 are joined by penetrating the cylindrical body 2 through this opening part 11, and a through-member 3 is inserted inside the cylindrical body 2, and is formed in a grating shape. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、軟弱地盤の表層処理用袋体に関し、特に、現場で組み立てたり解体したりすることができ、運搬が容易であるとともに、自由なレイアウトで設置することができる軟弱地盤の表層処理用袋体に関するものである。   The present invention relates to a bag for surface treatment of soft ground, and in particular for surface treatment of soft ground that can be assembled and disassembled on site, is easy to transport, and can be installed in a free layout. It is about a bag.

斜面の安定化工法や軟弱地盤の補強工法として、特許文献1や特許文献2に記載の技術が知られている。   Techniques described in Patent Document 1 and Patent Document 2 are known as slope stabilization methods and soft ground reinforcement methods.

これらの技術は、長い筒状織物を格子状に組み、この筒状織物の中にモルタル等の自硬性流体を注入して硬化させ、格子状の補強枠を形成して地盤を補強する工法である。   These technologies are a method in which long tubular fabrics are assembled in a lattice shape, and a self-hardening fluid such as mortar is injected into the tubular fabric and cured to form a lattice-shaped reinforcing frame to reinforce the ground. is there.

しかしながら、これらの工法には以下のような欠点があった。   However, these methods have the following drawbacks.

すなわち、特許文献1では、筒状織物同士の交差部が積み重なるようになるため、モルタル注入後には、上側の筒状織物の下に大きな隙間があいて、地盤を押さえきれない場合や上載荷重を地盤に伝えられない場合があった。   That is, in patent document 1, since the crossing part of cylindrical textiles will pile up, after mortar pouring, there is a big gap under the upper cylindrical textiles, and when the ground cannot be pressed, There was a case that could not be transmitted to the ground.

さらに、交差部分が一体化されていないので、大きな荷重がかかると交点がずれてしまう場合がある。そのため、交差部の筒状織物同士をあらかじめ接着したり、モルタル硬化後に番線等で縛り付けたりすることが考えられるが、交点の接触面積は点に近いので、接続強度は小さく、また手間がかかりコスト高となる。   Furthermore, since the intersecting portions are not integrated, the intersection may be displaced when a large load is applied. For this reason, it is conceivable that the tubular fabrics at the intersections are bonded together in advance or tied with a wire after curing the mortar, but the contact area at the intersection is close to a point, so the connection strength is small and labor-intensive. Become high.

また、特許文献2では、筒状織物同士の交差部を積層ではなく、筒状織物同士を縫合して格子枠を形成させる方法が提案されている。   Further, Patent Document 2 proposes a method of forming a lattice frame by stitching cylindrical fabrics together instead of laminating the intersecting portions of the cylindrical fabrics.

この方法では、特許文献1のように、筒状織物の下に大きな隙間ができたり、交差部で筒状織物同士がずれたりすることはない。   In this method, unlike Patent Document 1, a large gap is not formed under the tubular woven fabric, and the tubular woven fabric is not displaced at the intersection.

しかしながら、この構成では、貫通側の筒状織物にかかった圧力も交差部の接合部に作用するため、筒状織物の耐圧力に問題があった。   However, in this configuration, since the pressure applied to the tubular fabric on the penetrating side also acts on the joint portion at the intersection, there is a problem with the pressure resistance of the tubular fabric.

また、あらかじめ格子枠のピッチや寸法が固定されることから、例えば、木や柱、標識などの障害物がある場合、特に、枝が数mにもなるような木や既設の電柱などがある地盤を補強しなければならない場合には、これらの障害物を避けて格子枠を敷設させなければならず、格子枠の敷設が困難であった。   In addition, since the pitch and dimensions of the grid frame are fixed in advance, for example, when there are obstacles such as trees, pillars, signs, etc., there are especially trees with branches of several meters or existing utility poles. When the ground had to be reinforced, it was necessary to lay the grid frame avoiding these obstacles, and it was difficult to lay the grid frame.

なお、そういった場合に木や電柱を撤去することも考えられるが、自然保護の問題があったり、電気を一時的に遮断したりする必要があり、現実的には困難である。   In such a case, it may be possible to remove trees and utility poles, but there is a problem of nature conservation or it is necessary to temporarily cut off electricity, which is difficult in practice.

さらに、例えば、台風等の災害の復旧工事等で、早急に軟弱地盤上に仮設道路を構築する必要がある場合、地盤の事前調査ができていないのでピッチが固定されていると、対応できない場合があった。
特開2006−348481号公報 特開2005−163309号公報
In addition, for example, when it is necessary to build a temporary road on soft ground as soon as possible, such as during a disaster recovery work such as a typhoon, if the pitch is fixed because the preliminary survey of the ground is not possible was there.
JP 2006-348481 A JP 2005-163309 A

本発明は、上記従来の軟弱地盤の表層処理用袋体が有する問題点に鑑み、現場で組み立てたり解体したりすることができ、運搬が容易であるとともに、筒状部材のピッチを自由に設定することができ、また、自由なレイアウトで設置することができる軟弱地盤の表層処理用袋体を提供することを目的とする。   In view of the problems of the above-described conventional soft ground surface treatment bag body, the present invention can be assembled and disassembled on site, is easy to carry, and the pitch of the cylindrical member is freely set It is another object of the present invention to provide a soft ground surface treatment bag that can be installed in a free layout.

上記目的を達成するため、本発明の軟弱地盤の表層処理用袋体は、内部に自硬性流体を注入して硬化させて使用する筒状部材と、該筒状部材の上面又は下面に配設された面状補強材とからなる軟弱地盤の表層処理材において、前記筒状部材を、筒状織物に少なくとも1対の相対向する開口部を形成し、該開口部に筒体を貫通して開口縁部と筒体とを接合するとともに、該筒体の内部に貫通部材を挿入して格子状に形成したことを特徴とする。   In order to achieve the above object, the surface layer processing bag body of the soft ground according to the present invention is provided with a cylindrical member used by injecting a self-hardening fluid into the interior and cured, and disposed on the upper surface or the lower surface of the cylindrical member. In the surface treatment material for soft ground comprising the planar reinforcing material formed, at least one pair of opposed openings are formed in the tubular fabric, and the tubular body penetrates the tubular body. The opening edge and the cylinder are joined, and a penetrating member is inserted into the cylinder to form a lattice.

この場合において、筒状織物の少なくとも開口部付近を筒体より大径に設けることができる。   In this case, at least the vicinity of the opening of the tubular fabric can be provided with a larger diameter than the tubular body.

また、筒体を筒状織物で構成することができる。   Moreover, a cylinder can be comprised with a cylindrical fabric.

また、筒体の接合部間の長さを、筒状織物の開口部間の距離よりも長く設けることができる。   Moreover, the length between the junction parts of a cylinder can be provided longer than the distance between the opening parts of a cylindrical fabric.

また、貫通部材が筒状織物からなり、該貫通部材の筒体への挿入部を小径に設けることができる。   Further, the penetrating member is made of a tubular woven fabric, and the insertion portion of the penetrating member into the cylindrical body can be provided with a small diameter.

また、貫通部材が筒状織物からなり、該貫通部材の筒体への挿入部を大径に設けることができる。   Further, the penetrating member is made of a tubular woven fabric, and the insertion portion of the penetrating member into the cylinder can be provided with a large diameter.

また、貫通部材を気密性もしくは液密性を有する筒状織物で構成することができる。   Further, the penetrating member can be formed of a tubular woven fabric having airtightness or liquid tightness.

また、筒状織物の端部を挟持部材により挟持して閉鎖するようにすることができる。   Further, the end portion of the tubular fabric can be closed by being sandwiched by a sandwiching member.

本発明の軟弱地盤の表層処理用袋体によれば、内部に自硬性流体を注入して硬化させて使用する筒状部材と、該筒状部材の上面又は下面に配設された面状補強材とからなる軟弱地盤の表層処理材において、前記筒状部材を、筒状織物に少なくとも1対の相対向する開口部を形成し、該開口部に筒体を貫通して開口縁部と筒体とを接合するとともに、該筒体の内部に貫通部材を挿入して格子状に形成することにより、現場で組み立てたり解体したりすることができ、運搬が容易であるとともに、筒状部材のピッチを自由に設定することができるため、例えば、台風等の災害の復旧工事等で、早急に軟弱地盤上に仮設道路を構築する必要がある場合で、地盤の事前調査ができていないときでも、現場に合わせて筒状部材のピッチを自由に設定できるので早急に対策ができ、また、自由なレイアウトで設置できるため、台形型などの不定形の敷地にも現場で適宜組み立てて敷設することができ、障害物、例えば、大きな木や電柱がある場合でも容易に敷設することができる。   According to the surface layer processing bag body of the soft ground of the present invention, a cylindrical member to be used by injecting a self-hardening fluid into the interior and curing, and planar reinforcement disposed on the upper surface or the lower surface of the cylindrical member In the surface treatment material for soft ground made of a material, the tubular member is formed with at least one pair of opposed openings in the tubular woven fabric, and the opening edge and the tube penetrate through the tubular body in the opening. By joining the body and inserting a penetrating member into the inside of the cylinder to form a lattice, it can be assembled and disassembled on site, and is easy to transport, Because the pitch can be set freely, for example, when it is necessary to build a temporary road on soft ground as soon as possible due to disaster recovery such as a typhoon, etc., even when a preliminary survey of the ground is not possible The pitch of the cylindrical member can be freely set according to the site Therefore, measures can be taken immediately, and it can be installed in a free layout, so it can be assembled and laid on site in an irregular shape such as a trapezoidal shape as well, and there are obstacles such as large trees and utility poles. But it can be laid easily.

さらに、貫通部材が筒状織物から独立しているので、貫通部材にかかった圧力を筒状織物の接合部が負担することがなく、これにより筒状織物にモルタル等の自硬性流体を充填するときの耐圧力が向上する。   Further, since the penetrating member is independent from the cylindrical fabric, the joint applied to the cylindrical fabric does not bear the pressure applied to the penetrating member, thereby filling the cylindrical fabric with a self-hardening fluid such as mortar. When the pressure resistance is improved.

また、交差部で積み重ねないため筒状織物の下に隙間があくことがなく、地盤をしっかりと押さえることができ、また、複雑な縫合がないため製造が容易で、しかも長さ方向に継ぎ目がないので強度が安定する。   In addition, since there is no stacking at the intersection, there is no gap under the tubular fabric, the ground can be pressed firmly, and there is no complicated stitching, making it easy to manufacture and seams in the length direction. Since there is no, the strength is stable.

また、筒状織物の少なくとも開口部付近を筒体より大径に設けることにより、貫通部材を挿入した後に筒状織物にモルタル等の自硬性流体を注入しても、モルタル等の自硬性流体は貫通部材を乗り越えて筒状織物の長さ方向に充填され、また、開口部付近のみを大径にすることにより自硬性流体の量を節減することができる。   In addition, by providing at least the vicinity of the opening of the cylindrical fabric with a larger diameter than the cylindrical body, even if a self-hardening fluid such as mortar is injected into the cylindrical fabric after inserting the penetrating member, the self-hardening fluid such as mortar is not The amount of the self-hardening fluid can be reduced by overcoming the penetrating member and filling in the length direction of the tubular woven fabric and increasing the diameter only in the vicinity of the opening.

また、筒体を筒状織物で構成することにより、表層処理用袋体を柔軟にしてその運搬を容易にするとともに、縫製等により容易に接合することができ、さらに、筒状織物本体にモルタル等の自硬性流体を注入することにより、筒体は縮径して貫通部材を締め込むため、交差部を強固に接続することができる。   In addition, by forming the cylindrical body with a cylindrical woven fabric, the surface treatment bag can be made flexible and easily transported, and can be easily joined by sewing or the like. By injecting the self-hardening fluid such as the cylinder, the diameter of the cylinder is reduced and the penetrating member is tightened, so that the intersecting portion can be firmly connected.

また、筒体の接合部間の長さを、筒状織物の開口部間の距離よりも長く設けることにより、筒状織物にモルタル等の自硬性流体を注入しても接合部に作用する力が減少し、耐圧力が向上し、また、モルタル等の自硬性流体の注入により筒体を縮径させ、貫通部材が細い場合でも確実に固定したり、貫通部材を挿入しない場合にはこの縮径により筒状織物の開口部を閉塞することができる。   In addition, by providing the length between the joint portions of the cylindrical body longer than the distance between the openings of the tubular fabric, the force acting on the joint portion even when a self-hardening fluid such as mortar is injected into the tubular fabric. The pressure resistance is improved, and the cylinder is reduced in diameter by injection of a self-hardening fluid such as mortar, so that even if the penetrating member is thin, it is securely fixed or the penetrating member is not inserted. The opening of the cylindrical fabric can be closed by the diameter.

なお、開口部を閉塞する場合には、短尺の筒状織物に長さ方向にスライドファスナーを取り付けて開閉自在としたカバーホースを外側から巻くようにすることが好ましい。   In addition, when closing an opening part, it is preferable to wind the cover hose which attached the slide fastener to the length direction to the short cylindrical fabric, and was made openable and closable from the outside.

また、貫通部材が筒状織物からなり、該貫通部材の筒体への挿入部を小径に設けることにより、貫通部材をくさび効果で抜けないようにするとともに、モルタル等の自硬性流体が貫通部材の上下を通過しやすくなるため、筒状織物本体の交差部を太く形成せずにすみ、これにより、自硬性流体の総量を節約することができる。   Further, the penetrating member is made of a tubular woven fabric, and the penetrating member is provided with a small diameter so that the penetrating member is not pulled out by the wedge effect, and a self-hardening fluid such as mortar is passed through the penetrating member. Therefore, it is possible to save the total amount of the self-hardening fluid.

この場合、現場合わせで筒状部材のピッチやレイアウトを調整する場合には、貫通部材の適当な箇所に帯や上記カバーホース等を巻いて小径にすることができる。   In this case, when adjusting the pitch and layout of the cylindrical member at the site, it is possible to reduce the diameter by winding a band, the cover hose or the like around an appropriate portion of the penetrating member.

また、貫通部材が筒状織物からなり、該貫通部材の筒体への挿入部を大径に設けることにより、貫通部材にモルタル等の自硬性流体を注入すると、筒状織物本体に対して自動的に位置決めされ、また、くさび効果で抜けを防止することができる。   In addition, when the penetrating member is made of a cylindrical woven fabric, and the self-hardening fluid such as mortar is injected into the penetrating member by providing a large-diameter insertion portion of the penetrating member into the cylindrical body, the cylindrical woven fabric body is automatically And can be prevented from coming off by the wedge effect.

また、貫通部材を気密性もしくは液密性を有する筒状織物で構成することにより、貫通部材内に空気や水等の流体を注入して圧力をかければ、非硬化の流体でも貫通部材は剛直になるので、表層処理用袋体はその機能を果たす。   In addition, if the penetrating member is made of a cylindrical woven fabric having airtightness or liquid-tightness, the penetrating member can be rigid even with a non-hardened fluid if pressure is applied by injecting fluid such as air or water into the penetrating member. Therefore, the surface treatment bag body fulfills its function.

そして、流体を抜けば、貫通部材は容易に筒状織物本体から抜き取ることができるため、撤去が簡単であるとともに再利用もできる。   And if the fluid is removed, the penetrating member can be easily removed from the tubular woven fabric body, so that the removal is easy and can be reused.

また、筒状織物の端部を挟持部材により挟持して閉鎖するようにすることにより、簡易に、かつ、低コストで、筒状織物の端部の処理を行うことができる。   Moreover, the end portion of the tubular fabric can be easily and inexpensively processed by sandwiching and closing the end portion of the tubular fabric with the sandwiching member.

以下、本発明の軟弱地盤の表層処理用袋体の実施の形態を、図面に基づいて説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a surface layer processing bag body for soft ground according to the present invention will be described with reference to the drawings.

図1〜図4に、本発明の軟弱地盤の表層処理用袋体の一実施例を示す。   1 to 4 show an embodiment of the surface treatment bag body of the soft ground of the present invention.

この軟弱地盤の表層処理用袋体は、格子状に組んだ筒状織物等にモルタル等の自硬性流体を注入して硬化させ、格子状の補強枠を形成して地盤を補強するものであり、並設した複数本の筒状織物1に、対をなして対向する複数の開口部11をそれぞれ形成し、該開口部11に筒体2を貫通して開口縁部と筒体2とを接合するとともに、各筒体2の内部に各々貫通部材3を挿入して格子状に形成している。   This soft ground surface treatment bag body reinforces the ground by injecting and hardening a self-hardening fluid such as mortar into a cylindrical fabric or the like assembled in a lattice shape to form a lattice-like reinforcing frame. A plurality of openings 11 facing each other in a pair are formed in the plurality of tubular fabrics 1 arranged side by side, and the opening 11 and the opening 2 are penetrated through the cylinder 2 through the openings 11. While joining, the penetration member 3 is inserted in the inside of each cylinder 2, and it forms in a grid | lattice form.

そして、筒状織物1と筒体2とからなる格子状の補強枠の上面又は下面(本実施例においては、下面)に面状補強材6を配設し、補強枠と面状補強材6とを番線等の結束部材7により縛り付けて一体化するようにしている。   And the planar reinforcement 6 is arrange | positioned in the upper surface or lower surface (lower surface in a present Example) of the grid | lattice-like reinforcement frame which consists of the cylindrical fabric 1 and the cylinder 2, and a reinforcement frame and the planar reinforcement 6 Are tied together by a binding member 7 such as a wire.

筒状織物1は、例えば、経糸と緯糸が共にポリエステル繊維で、太さは1000d/3本、密度は経30本/インチ、緯15本/インチで織組織は平織りである。環状織機で織られており、緯糸が連続するスパイラル状の糸を有している。   The tubular woven fabric 1 has, for example, both warp and weft polyester fibers, a thickness of 1000 d / 3, a density of warp 30 / inch, a weft of 15 / inch, and a woven structure of plain weave. It is woven by an annular loom and has spiral threads with continuous wefts.

筒体2は、本実施例では短尺の筒状織物からなるが、例えば、塩化ビニルやポリオレフィン等の硬質樹脂製のパイプ材で構成することもできる。   In the present embodiment, the cylindrical body 2 is made of a short cylindrical woven fabric, but may be composed of a pipe material made of a hard resin such as vinyl chloride or polyolefin.

また、筒体2を筒状織物で構成する場合は、筒体2の接合部間の長さを、筒状織物1の開口部11間の距離よりも長く設けることができる。   Further, when the cylindrical body 2 is constituted by a cylindrical fabric, the length between the joint portions of the cylindrical body 2 can be provided longer than the distance between the openings 11 of the cylindrical fabric 1.

この場合、筒体2の長さは、筒状織物1の直径+開口部11の直径、あるいは筒状織物1の断面の外周長さの1/2程度が適当である。   In this case, the length of the tubular body 2 is suitably about 1/2 of the diameter of the tubular fabric 1 + the diameter of the opening 11 or the outer peripheral length of the cross section of the tubular fabric 1.

貫通部材3は、本実施例では、内部にモルタル等の自硬性流体が注入される長尺の筒状織物からなるが、ロープやパイプ、杆体によっても構成することができる。   In this embodiment, the penetrating member 3 is made of a long tubular fabric into which a self-hardening fluid such as mortar is injected, but can also be constituted by a rope, a pipe, or a casing.

貫通部材3を筒状織物で構成する場合は、気密性もしくは液密性を有するようにすることができ、また、筒体2への挿入部を小径に設けたり大径に設けたりすることもできる。   When the penetrating member 3 is formed of a tubular woven fabric, the penetrating member 3 can be airtight or liquid tight, and the insertion portion to the cylindrical body 2 can be provided with a small diameter or a large diameter. it can.

面状補強材6は、織布、合成樹脂製のシート材等からなり、この面状補強材6によって、荷重分散が図られ、不均一な沈下の発生を防止するようにする。   The planar reinforcing material 6 is made of a woven fabric, a synthetic resin sheet material or the like, and the planar reinforcing material 6 is used to distribute the load and prevent the occurrence of uneven settlement.

直径130mmの筒状織物1の左右で対向する部分に直径100mmの開口部11を1mピッチであけた。   Openings 11 having a diameter of 100 mm were formed at a pitch of 1 m in portions facing the left and right sides of the tubular fabric 1 having a diameter of 130 mm.

そして、直径100×長さ130mmの筒状織物を筒体2として開口部11に挿入し、この筒体2の両端と開口縁部を縫合して筒状織物本体を作成した。   And the cylindrical textile body of diameter 100x130mm in length was inserted in the opening part 11 as the cylinder 2, and the both ends and opening edge part of this cylinder 2 were stitched | sutured, and the cylindrical textile main body was created.

この筒状織物1を、合成繊維製織布からなる面状補強材6を介して、複数本地面に並べ、それぞれの筒体2に貫通部材3として直径100mmの筒状織物を通していき格子状にした。   This tubular fabric 1 is arranged on a plurality of grounds via a surface reinforcing material 6 made of a synthetic fiber woven fabric, and is passed through each tubular body 2 as a penetrating member 3 through a tubular fabric having a diameter of 100 mm in a lattice shape. did.

その後、貫通部材3の筒状織物にモルタルを注入し、次いで、筒状織物1にモルタルを注入し、格子枠を形成した。   Thereafter, mortar was poured into the tubular fabric of the penetrating member 3, and then mortar was poured into the tubular fabric 1 to form a lattice frame.

最後に、補強枠と面状補強材6とを番線等の結束部材7により縛り付けて一体化するようにした。   Finally, the reinforcing frame and the planar reinforcing material 6 are tied together by a binding member 7 such as a number wire to be integrated.

貫通部材3には、直径100mmの一定径の筒状織物を用いた。   As the penetrating member 3, a cylindrical fabric having a constant diameter of 100 mm was used.

これに対し、筒状織物1には、直径100mmの一定径の筒状織物に1mピッチで直径150mmの大径部を設けた異径筒状織物を使用した。   On the other hand, as the tubular woven fabric 1, a different-diameter tubular woven fabric provided with a large diameter portion having a diameter of 150 mm at a pitch of 1 m is used on a tubular woven fabric having a constant diameter of 100 mm.

そして、大径部の左右で対向する部分に直径100mmの開口部11を設け、この開口部11に筒体2として直径100mmの筒状織物を挿入し、この筒体2の両端と開口縁部を縫合して筒状織物1を作成した。   And the opening part 11 with a diameter of 100 mm is provided in the part which opposes the right and left of a large diameter part, and the cylindrical fabric with a diameter of 100 mm is inserted in this opening part 11 as the cylinder 2, The both ends and opening edge part of this cylinder 2 The tubular fabric 1 was prepared by sewing.

そして、筒状織物1の筒体2に貫通部材3の筒状織物を差し込んで、格子状の筒状織物を作成した。   Then, the tubular fabric of the penetrating member 3 was inserted into the tubular body 2 of the tubular fabric 1 to create a lattice-shaped tubular fabric.

その後、貫通側の筒状織物にモルタルを注入し、次いで、筒状織物1にモルタルを注入して硬化させ、格子枠を形成した。   Thereafter, mortar was poured into the tubular fabric on the penetrating side, and then the mortar was poured into the tubular fabric 1 and cured to form a lattice frame.

なお、その他の構成は、実施例1と同様である。   Other configurations are the same as those in the first embodiment.

直径130mmの筒状織物1の左右で対向する部分に直径100mmの開口部11を1mピッチであけ、直径100×長さ130mmの筒状織物を筒体2として開口部11に挿入し、この筒体2の両端と開口縁部を縫合して筒状織物本体を作成した。   Openings 11 with a diameter of 100 mm are formed at 1 m pitch in the left and right portions of the tubular fabric 1 with a diameter of 130 mm, and a tubular fabric with a diameter of 100 × 130 mm in length is inserted into the opening 11 as a cylinder 2. The both ends of the body 2 and the opening edge portion were sewn to create a tubular woven fabric body.

一方、貫通部材3としては、図2(b)に示すように、熱可塑性樹脂よりなる硬質管31の、内面、外面又は肉厚内に筒状織布を配設して一体化した直径100mmのパイプ材を用い、このパイプ材を筒状織物1の筒体2に挿入して格子状にした。   On the other hand, as shown in FIG. 2 (b), the penetrating member 3 has a diameter of 100 mm in which a cylindrical woven fabric is disposed and integrated on the inner surface, outer surface, or wall thickness of a hard tube 31 made of thermoplastic resin. This pipe material was inserted into the cylindrical body 2 of the cylindrical fabric 1 to form a lattice.

その後、貫通側の筒状織物にモルタルを注入し、次いで、筒状織物1にモルタルを注入し、格子枠を形成した。   Thereafter, mortar was poured into the tubular fabric on the penetrating side, and then mortar was poured into the tubular fabric 1 to form a lattice frame.

貫通部材3として使用したパイプ材は、例えば、90℃に加熱した状態における曲げ弾性率が1500kg/cm以下である熱可塑性樹脂よりなる硬質管31の内面、外面又は肉厚内に、90℃に加熱した状態における筒長方向の強度が30kg/cm以上である筒状織物32を配し、当該筒状織物32を前記硬質管31に一体化している。 The pipe material used as the penetrating member 3 is, for example, 90 ° C. on the inner surface, outer surface or wall thickness of the hard tube 31 made of a thermoplastic resin having a flexural modulus of 1500 kg / cm 2 or less when heated to 90 ° C. A tubular fabric 32 having a strength in the tube length direction of 30 kg / cm or more in a heated state is disposed, and the tubular fabric 32 is integrated with the hard tube 31.

このパイプ材は、硬質管31の加熱時の曲げ弾性率が低く柔軟であるので、屈曲の多い斜面でも容易に追従することができ、過度の摩擦抵抗が生じることがなく、小さい引込み力で筒体2に挿入することができる。   Since this pipe material has a low bending elastic modulus at the time of heating the hard tube 31 and is flexible, it can easily follow even a slant surface with many bends, does not cause excessive frictional resistance, and has a small pulling force. Can be inserted into the body 2.

また、このパイプ材は、硬質管31と筒状織物32とが一体化されているため、筒体2に引込むときや加圧したときには、硬質管31と筒状織物32とが一体となって伸縮・膨脹することができ、また、筒体2への引込み力を筒状織物32が負担できることから、破断したり過度に伸長したりすることがない。   Further, in this pipe material, since the hard tube 31 and the cylindrical fabric 32 are integrated, the hard tube 31 and the cylindrical fabric 32 are integrated when pulled into the cylinder 2 or when pressurized. It can expand and contract, and the tubular fabric 32 can bear the pull-in force to the tubular body 2 so that it does not break or excessively stretch.

また、筒状織物32は圧力がかかっても殆ど拡径されることがないので、硬質管31が部分的に軟化の程度が異なっても局部的に膨脹することがない。   Further, since the tubular fabric 32 is hardly expanded in diameter even when pressure is applied, even if the degree of softening of the hard tube 31 is partially different, it does not expand locally.

なお、その他の構成は、実施例1と同様である。   Other configurations are the same as those in the first embodiment.

かくして、各実施例の軟弱地盤の表層処理用袋体によれば、内部に自硬性流体を注入して硬化させて使用する筒状部材と、該筒状部材の上面又は下面に配設された面状補強材とからなる軟弱地盤の表層処理材において、筒状織物1に少なくとも1対の相対向する開口部11を形成し、該開口部11に筒体2を貫通して開口縁部と筒体2とを接合するとともに、該筒体2の内部に貫通部材3を挿入して格子状に形成することから、現場で組み立てたり解体したりすることができ運搬が容易であるとともに、図3及び図4に示すように、筒状部材のピッチを自由に設定することができるため、例えば、台風等の災害の復旧工事等で、早急に軟弱地盤上に仮設道路を構築する必要がある場合で、地盤の事前調査ができていないときでも、現場に合わせて筒状部材のピッチを自由に設定できるので早急に対策ができ、また、自由なレイアウトで設置できるため、台形型などの不定形の敷地にも現場で適宜組み立てて敷設することができ、障害物、例えば、大きな木や電柱がある場合でも容易に敷設することができる。   Thus, according to the surface layer processing bag body of the soft ground of each example, the cylindrical member used by injecting and hardening the self-hardening fluid inside, and the upper surface or the lower surface of the cylindrical member are disposed. In the surface treatment material for soft ground composed of a planar reinforcing material, at least one pair of opposed openings 11 are formed in the tubular fabric 1, and the opening 11 penetrates the tubular body 2 through the opening 11. Since the cylindrical member 2 is joined and the penetrating member 3 is inserted into the cylindrical body 2 to form a lattice, it can be assembled and disassembled on site and is easy to carry. As shown in FIGS. 3 and 4, since the pitch of the cylindrical member can be set freely, it is necessary to construct a temporary road on the soft ground as soon as possible, for example, in disaster recovery work such as a typhoon. In some cases, even when preliminary ground surveys are not possible, Since the pitch of the cylindrical member can be set freely, measures can be taken immediately, and it can be installed in a free layout, so it can be assembled and laid on site in an irregular shape such as a trapezoidal shape. Even if there are objects such as large trees and utility poles, they can be laid easily.

さらに、貫通部材3が筒状織物1から独立しているので、貫通部材3にかかった圧力を筒状織物1の接合部が負担することがなく、これにより筒状織物1にモルタル等の自硬性流体を充填するときの耐圧力が向上する。   Furthermore, since the penetrating member 3 is independent of the tubular fabric 1, the joint applied to the tubular fabric 1 does not bear the pressure applied to the penetrating member 3, and thus the tubular fabric 1 is free of mortar or the like. The pressure resistance when filling the hard fluid is improved.

また、交差部で積み重ねないため筒状織物の下に隙間があくことがなく、地盤をしっかりと押さえることができ、また、複雑な縫合がないため製造が容易で、しかも長さ方向に継ぎ目がないので強度が安定する。   In addition, since there is no stacking at the intersection, there is no gap under the tubular fabric, the ground can be pressed firmly, and there is no complicated stitching, making it easy to manufacture and seams in the length direction. Since there is no, the strength is stable.

この場合、筒状織物1の少なくとも開口部11付近を筒体2より大径に設けることにより、貫通部材3を挿入した後に筒状織物1にモルタル等の自硬性流体を注入しても、モルタル等の自硬性流体は貫通部材3を乗り越えて筒状織物1の長さ方向に充填され、また、開口部11付近のみを大径にすることにより自硬性流体の量を節減することができる。   In this case, even if a self-hardening fluid such as mortar is injected into the tubular fabric 1 after inserting the penetrating member 3 by providing at least the opening 11 near the tubular fabric 1 with a larger diameter than the tubular body 2, the mortar The self-hardening fluid, such as, passes over the penetrating member 3 and is filled in the length direction of the tubular fabric 1, and the amount of the self-hardening fluid can be reduced by increasing the diameter only in the vicinity of the opening 11.

また、筒体2を筒状織物で構成することにより、表層処理用袋体を柔軟にしてその運搬を容易にするとともに、縫製等により容易に接合することができ、さらに、筒状織物1にモルタル等の自硬性流体を注入することにより、筒体2は縮径して貫通部材3を締め込むため、交差部を強固に接続することができる。   Moreover, by comprising the cylindrical body 2 with a cylindrical woven fabric, the surface treatment bag can be made flexible and easily transported, and can be easily joined by sewing or the like. By injecting a self-hardening fluid such as mortar, the cylindrical body 2 is reduced in diameter and the penetrating member 3 is tightened, so that the intersecting portions can be firmly connected.

また、筒体2の接合部間の長さを、筒状織物1の開口部11間の距離よりも長く設けることにより、筒状織物1にモルタル等の自硬性流体を注入しても接合部に作用する力が減少し、耐圧力が向上し、また、モルタル等の自硬性流体の注入により筒体2を縮径させ、貫通部材3が細い場合でも確実に固定したり、貫通部材3を挿入しない場合にはこの縮径により筒状織物1の開口部11を閉塞することができる。   Moreover, even if the self-hardening fluid such as mortar is injected into the tubular fabric 1 by providing the length between the joint portions of the tubular body 2 longer than the distance between the openings 11 of the tubular fabric 1, the joint portion The force acting on the material is reduced, the pressure resistance is improved, and the cylindrical body 2 is reduced in diameter by injection of a self-hardening fluid such as mortar, so that even when the penetrating member 3 is thin, the penetrating member 3 can be securely fixed. When not inserted, the opening 11 of the tubular fabric 1 can be closed by this reduced diameter.

なお、開口部11を閉塞する場合には、図5に示すように、短尺の筒状織物41に長さ方向にスライドファスナー42を取り付けて開閉自在としたカバーホース4を外側から巻くようにすることが好ましい。   When the opening 11 is closed, as shown in FIG. 5, a cover hose 4 that can be opened and closed by attaching a slide fastener 42 in the length direction to a short tubular fabric 41 is wound from the outside. It is preferable.

また、貫通部材3が筒状織物からなり、図6に示すように、該貫通部材3の筒体2への挿入部を小径に設けることにより、貫通部材3をくさび効果で抜けないようにするとともに、モルタル等の自硬性流体が貫通部材3の上下を通過しやすくなるため、筒状織物1の交差部を太く形成せずにすみ、これにより、自硬性流体の総量を節約することができる。   Further, as shown in FIG. 6, the penetrating member 3 is made of a tubular woven fabric, and the insertion portion of the penetrating member 3 into the cylindrical body 2 is provided with a small diameter so that the penetrating member 3 is not pulled out by the wedge effect. At the same time, since the self-hardening fluid such as mortar easily passes through the top and bottom of the penetrating member 3, it is not necessary to form a thick intersection part of the tubular fabric 1, thereby saving the total amount of the self-hardening fluid. .

この場合、現場合わせでレイアウトを調整する場合には、図6(c)に示すように、貫通部材3の適当な箇所をタック33状に折り畳むとともに、図6(b)に示すように、帯や上記カバーホース4等を巻いて小径にすることができる。   In this case, when adjusting the layout on site, as shown in FIG. 6 (c), an appropriate portion of the penetrating member 3 is folded into the shape of a tack 33, and as shown in FIG. Alternatively, the cover hose 4 or the like can be wound to reduce the diameter.

なお、貫通部材3を折り畳んで小径にする場合は、貫通部材3の下部側をタック33状に折り畳むようにする。モルタル等の自硬性流体の注入圧力がかかると貫通部材3の上部側がキンクを避けて最大の体積になろうとし、タック33側にくの字状に曲がるため隙間が小さくなる。   When the penetrating member 3 is folded to have a small diameter, the lower side of the penetrating member 3 is folded into a tack 33 shape. When an injection pressure of a self-hardening fluid such as mortar is applied, the upper side of the penetrating member 3 tries to reach the maximum volume while avoiding kinks, and bends in the shape of a dog-leg toward the tack 33 side, thereby reducing the gap.

また、貫通部材3が筒状織物からなり、該貫通部材3の筒体2への挿入部を大径に設けることにより、貫通部材3にモルタル等の自硬性流体を注入すると、筒状織物本体1に対して自動的に位置決めされ、また、くさび効果で抜けを防止することができる。   Further, when the penetrating member 3 is made of a cylindrical woven fabric, and the self-hardening fluid such as mortar is injected into the penetrating member 3 by providing a large diameter insertion portion of the penetrating member 3 into the cylindrical body 2, the cylindrical woven fabric main body It is automatically positioned with respect to 1 and can be prevented from coming off by a wedge effect.

また、貫通部材3を気密性もしくは液密性を有する筒状織物で構成することにより、貫通部材3内に空気や水等の流体を注入して圧力をかければ、非硬化の流体でも貫通部材3は剛直になるので、表層処理用袋体はその機能を果たす。   Further, if the penetrating member 3 is made of an airtight or liquid-tight cylindrical woven fabric, a fluid such as air or water is injected into the penetrating member 3 and pressure is applied, so that even if the fluid is uncured, the penetrating member Since 3 becomes rigid, the surface treatment bag body fulfills its function.

そして、流体を抜けば、貫通部材3は容易に筒状織物1から抜き取ることができるため、撤去が簡単であるとともに再利用もできる。   And if the fluid is removed, the penetrating member 3 can be easily removed from the tubular fabric 1, so that it can be easily removed and reused.

また、筒状織物1の端部の処理を、図7に示すように、筒状織物1にモルタル等の自硬性流体を注入した状態で、筒状織物1の端部を挟持部材5により挟持して閉鎖するようにすることにより行うことができる。   In addition, as shown in FIG. 7, the end of the tubular fabric 1 is sandwiched by the sandwiching member 5 while the self-hardening fluid such as mortar is injected into the tubular fabric 1. And can be done by closing.

なお、挟持部材5は、本実施例においては、ねじ51を操作して押圧部材52によって、筒状織物1の端部を締め付ける形式のものを使用したが、これに限定されず、モルタル等の自硬性流体を注入した状態で、筒状織物1の端部を挟持して閉鎖することができるものであれば、その形式は特に限定されるものではない。   In this embodiment, the clamping member 5 is of a type in which the screw 51 is operated and the end of the tubular fabric 1 is tightened by the pressing member 52, but the present invention is not limited to this, and mortar or the like is used. The form is not particularly limited as long as the end of the tubular fabric 1 can be sandwiched and closed while the self-hardening fluid is injected.

これにより、簡易に筒状織物1の端部の処理を行うことができるとともに、挟持部材5は、従来、筒状織物1の端部処理に使用していたボールバルブ等のように使い捨てでなく、筒状織物1の内部に注入した自硬性流体が硬化した後、取り外して再利用することができるため、資材コストを低廉にすることができる。   Thereby, while being able to process the edge part of the cylindrical fabric 1 easily, the clamping member 5 is not disposable like the ball valve etc. which were conventionally used for the edge part process of the cylindrical fabric 1 Since the self-hardening fluid injected into the inside of the tubular fabric 1 is cured, it can be removed and reused, so that the material cost can be reduced.

以上、本発明の軟弱地盤の表層処理用袋体について、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、実施例に記載した構成を適宜組み合わせるなど、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。   As described above, the surface layer processing bag body of the soft ground of the present invention has been described based on the examples thereof, but the present invention is not limited to the configurations described in the above examples, and the configurations described in the examples. The configuration can be changed as appropriate within a range not departing from the spirit of the invention, such as appropriate combination.

本発明の軟弱地盤の表層処理用袋体は、現場で組み立てたり解体したりすることができ、運搬が容易であるとともに、筒状部材のピッチを自由に設定することができ、また、自由なレイアウトで設置することができるという特性を有していることから、例えば、台風等の災害の復旧工事等で、早急に軟弱地盤上に仮設道路を構築する必要がある場合でも容易に対応することができ、また、台形型などの不定形の敷地にも現場で適宜組み立てて敷設することができる。   The soft ground surface treatment bag body of the present invention can be assembled or disassembled on site, is easy to transport, and can freely set the pitch of the cylindrical member. Because it has the characteristic that it can be installed in a layout, for example, it is easy to respond even if it is necessary to quickly build a temporary road on soft ground due to disaster recovery work such as typhoons In addition, it can also be assembled and laid on site in an irregular shape such as a trapezoidal shape.

本発明の軟弱地盤の表層処理用袋体の一実施例を示す筒状織物の斜視図である。It is a perspective view of the cylindrical fabric which shows one Example of the surface layer processing bag body of the soft ground of this invention. 同軟弱地盤の表層処理用袋体を示し、(a)はその部分的な組み立て図、(b)は貫通部材の一例を示す断面図である。The surface layer processing bag body of the soft ground is shown, (a) is a partial assembly view thereof, and (b) is a sectional view showing an example of a penetrating member. 同表層処理用袋体を示す組み立て図(筒状部材のピッチを大きく設定した場合)である。It is an assembly figure (when the pitch of a cylindrical member is set up largely) showing the bag for the same surface layer processing. 同表層処理用袋体を示す組み立て図(筒状部材のピッチを小さく設定した場合)である。It is an assembly figure (when the pitch of a cylindrical member is set small) which shows the bag for the same surface layer processing. 貫通部材とカバーホースを示し、(a)はその正面図、(b)は同断面図である。A penetration member and a cover hose are shown, (a) is the front view, and (b) is the sectional view. 貫通部材の挿入部を示し、(a)は貫通部材を小径に設けた断面図、(b)は貫通部材をタック状に折り畳んで小径に設けた断面図、(c)は(b)の長さ方向直交断面図である。The insertion part of a penetrating member is shown, (a) is sectional drawing which provided the penetrating member in the small diameter, (b) is sectional drawing which folded the penetrating member in the tack shape, and was provided in the small diameter, (c) is the length of (b) FIG. 挟持部材の説明図である。It is explanatory drawing of a clamping member.

符号の説明Explanation of symbols

1 筒状織物
11 開口部
2 筒体
3 貫通部材
31 硬質管
32 筒状織物
33 タック
4 カバーホース
41 筒状織物
42 スライドファスナー
5 挟持部材
6 面状補強材
7 結束部材
DESCRIPTION OF SYMBOLS 1 Cylindrical fabric 11 Opening part 2 Cylindrical body 3 Penetration member 31 Hard pipe 32 Cylindrical fabric 33 Tuck 4 Cover hose 41 Cylindrical fabric 42 Slide fastener 5 Clamping member 6 Planar reinforcement 7 Binding member

Claims (8)

内部に自硬性流体を注入して硬化させて使用する筒状部材と、該筒状部材の上面又は下面に配設された面状補強材とからなる軟弱地盤の表層処理材において、前記筒状部材を、筒状織物に少なくとも1対の相対向する開口部を形成し、該開口部に筒体を貫通して開口縁部と筒体とを接合するとともに、該筒体の内部に貫通部材を挿入して格子状に形成したことを特徴とする軟弱地盤の表層処理材。   In the surface treatment material of the soft ground comprising a cylindrical member used by injecting and hardening a self-hardening fluid inside, and a planar reinforcing material disposed on the upper surface or the lower surface of the cylindrical member, The member is formed with at least one pair of opposed openings in the tubular woven fabric, the opening is penetrated through the cylinder, the opening edge and the cylinder are joined, and the penetrating member is formed inside the cylinder. A surface treatment material for soft ground, characterized in that it is formed in a lattice by inserting 筒状織物の少なくとも開口部付近を筒体より大径に設け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材。   2. The surface treatment material for soft ground according to claim 1, wherein at least the vicinity of the opening of the tubular woven fabric is provided with a larger diameter than the tubular body. 筒体を筒状織物で構成した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材。   The surface layer treatment material for soft ground according to claim 1 or 2, wherein the tubular body is formed of a tubular woven fabric. 筒体の接合部間の長さを、筒状織物の開口部間の距離よりも長く設けたことを特徴とする請求項3記載の軟弱地盤の表層処理材。   4. The surface treatment material for soft ground according to claim 3, wherein the length between the joint portions of the cylindrical body is longer than the distance between the openings of the tubular fabric. 貫通部材が筒状織物からなり、該貫通部材の筒体への挿入部を小径に設けたことを特徴とする請求項3又は4記載の軟弱地盤の表層処理材。   The surface treatment material for soft ground according to claim 3 or 4, wherein the penetrating member is made of a tubular woven fabric, and an insertion portion of the penetrating member into the cylinder is provided with a small diameter. 貫通部材が筒状織物からなり、該貫通部材の筒体への挿入部を大径に設けたことを特徴とする請求項3又は4記載の軟弱地盤の表層処理材。   The surface treatment material for soft ground according to claim 3 or 4, wherein the penetrating member is made of a tubular woven fabric, and an insertion portion of the penetrating member into the cylinder is provided with a large diameter. 貫通部材を気密性もしくは液密性を有する筒状織物で構成したことを特徴とする請求項1、2、3、4、5又は6記載の軟弱地盤の表層処理材。   The surface treatment material for soft ground according to claim 1, 2, 3, 4, 5 or 6, wherein the penetrating member is made of a cylindrical fabric having airtightness or liquid tightness. 筒状織物の端部を挟持部材により挟持して閉鎖するようにしたことを特徴とする請求項1、2、3、4、5、6又は7記載の軟弱地盤の表層処理材。   The surface treatment material for soft ground according to claim 1, 2, 3, 4, 5, 6 or 7, wherein the end of the tubular fabric is clamped by a clamping member and closed.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247005A (en) * 2010-05-28 2011-12-08 Kajima Corp Surface layer treatment material for weak ground

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004251101A (en) * 2002-12-25 2004-09-09 Ashimori Ind Co Ltd Bag body for forming civil-engineering structure and civil-engineering structure using it and slope stabilizing construction method
JP2005163309A (en) * 2003-12-01 2005-06-23 Kajima Corp Method for surface layer treatment of soft ground, and surface layer treatment bag body and surface layer treatment reinforcing material used for the same

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004251101A (en) * 2002-12-25 2004-09-09 Ashimori Ind Co Ltd Bag body for forming civil-engineering structure and civil-engineering structure using it and slope stabilizing construction method
JP2005163309A (en) * 2003-12-01 2005-06-23 Kajima Corp Method for surface layer treatment of soft ground, and surface layer treatment bag body and surface layer treatment reinforcing material used for the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247005A (en) * 2010-05-28 2011-12-08 Kajima Corp Surface layer treatment material for weak ground

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