JP3727313B2 - Fixing method of pressure receiving structure - Google Patents

Fixing method of pressure receiving structure Download PDF

Info

Publication number
JP3727313B2
JP3727313B2 JP2003045694A JP2003045694A JP3727313B2 JP 3727313 B2 JP3727313 B2 JP 3727313B2 JP 2003045694 A JP2003045694 A JP 2003045694A JP 2003045694 A JP2003045694 A JP 2003045694A JP 3727313 B2 JP3727313 B2 JP 3727313B2
Authority
JP
Japan
Prior art keywords
pressure receiving
receiving structure
mesh
presser plate
pressure
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
JP2003045694A
Other languages
Japanese (ja)
Other versions
JP2003261943A (en
Inventor
一之 古賀
孝彦 東中
卓嗣 濱田
久嗣 立花
耕 山本
Original Assignee
株式会社ダイクレ
八木 輝幸
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 株式会社ダイクレ, 八木 輝幸 filed Critical 株式会社ダイクレ
Priority to JP2003045694A priority Critical patent/JP3727313B2/en
Publication of JP2003261943A publication Critical patent/JP2003261943A/en
Application granted granted Critical
Publication of JP3727313B2 publication Critical patent/JP3727313B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【0001】
【発明が属する技術分野】
本発明は、法面の安定化のため法面にアンカーボルトによって固定される受圧構造物の固定方法に関する。
【0002】
【従来技術】
近年、法面の安定化のためプレキャストコンクリート製のブロックを法面の土砂荷重を受ける受圧構造物として用い、法面の地盤に固定したアンカーボルトに受圧構造物を差込み、アンカーボルト突出端にナットを捩込んで締付けて固定する工法が採用され、軽量化を図るためにコンクリート製ブロックに代え、ガラス繊維強化発泡ウレタン(FFU)製の受圧板を用いたものも知られる。
【0003】
法面の安定化工法としてはこのほか、法面へのコンクリート打設により法枠を構築する工法、工場生産されたコンクリートブロックを法面に設置して法枠を構築する工法も知られる。
【0004】
【発明が解決しようとする課題】
法面に法枠を設置する工法においては、法枠内に植生して緑化を図ることが可能であるが、法面へのコンクリート打設により法枠を構築する工法は、法面に型枠を設置したり、鉄筋を組み立てゝコンクリート打設することが必要で、作業が煩雑となって作業能率が悪く、とくに急斜面の場合施工が困難である。コンクリートブロックを法面に設置する工法は上記の工法に比べると作業能率はよいが、コンクリートブロックを法面に組付けて固定するのにかなりな手間がかゝる。
【0005】
これに対し受圧構造物は、一本のアンカーボルトに取付けて、その突出端に捩込んだナットを締付けるだけで固定できるため、上記工法に比べ施工時の作業能率がよく、また比較的広い面積で法面の土砂荷重を受けることができるが、受圧構造物を取付けた法面は景観に難点がある。
本発明は、植生が可能で、緑化により景観を向上させることができる受圧構造物の固定方法を提供することを目的とする。
【0006】
【課題の解決手段】請求項1記載の発明は、法面の地盤に固定したアンカーボルトに縦桟と横桟よりなって、格子状をなす受圧構造物を差込んだのち、その上に押え板を差込んで重ね、ついで押え板より突出するアンカーボルトの突出端にナットを捩込んで締付けて固定する受圧構造物の固定方法において、受圧構造物が複数個重ねた受圧構造物よりなり、各受圧構造物は縦桟と横桟より構成される升目が同形同大をなし、かつ押え板には断面が上記升目と同一の脚が突設され、該脚を複数個重ねた受圧構造物の升目に通すことを特徴とする
【0007】
本発明によると、脚を差し込むことにより各受圧構造物の向き及び位置が規制され、各受圧構造物の升目が揃うようになる。本発明において、押え板より突設される脚は一つでもよいが、好ましくは複数で、複数か所において挿し込まれる。これにより各受圧構造物の升目が確実に揃うようになる。
【0008】
請求項2記載の発明は、請求項1記載の発明において、押え板の代わりにクロスないし十字形に組合せた形鋼を用いることを特徴とする。
本発明によると、請求項1記載の発明と同様の効果を奏するほか、形鋼は剛性が大であるため、アンカーボルトにより集中荷重を加え、その集中荷重が大であっても受圧構造物を強く均一に押え込むことができる。
【0009】
請求項3記載の発明は、請求項1又は2記載の発明において、各受圧構造物は升目のサイズが異なり、脚は複数でそれぞれ断面が最小サイズの升目以下のサイズであることを特徴とする。
升目のサイズが異なる受圧構造物であっても、複数の脚を差し込むことにより、各受圧構造物は、上下に貫通した升目を形成することができる。
【0010】
【発明の実施の形態】
図1において、大中小とサイズが異なる三個の受圧構造物1、2及び3はいづれもFRP製で、縦桟と横桟よりなる格子状をなし、升目がそれぞれ同じサイズとなっている。そして中央部に後述するアンカーボルトを通すため縦桟と横桟を十文字に切除している。
【0011】
固定時においては図2に示すように、法面の地盤4にアンカーボルト5を固定し、突出部分に受圧構造物1、2及び3をサイズの大きなものから順に升目を揃えて切除部分で差込み、更にその上に押え板6を差込んでボルト突出端の袋ナット7を捩込んで受圧構造物1、2、3を締付けて法面に固定する。
【0012】
本実施形態の受圧構造物によると、一つ一つの受圧構造物はFRP製で格子状をなすため軽量で、運搬が容易であり、しかも施工時には一本のアンカーボルトに受圧構造物を一つ一つ差込んで最後に押え板を差込み、ボルト突出端に袋ナットを捩込むだけで取付け作業が行われ、作業能率が向上すること、実質的に受圧構造物全体で土砂荷重を受けることができること、格子状であることにより法面に多少の凹凸があっても安定して取付けることができること、押え板を設けたことにより受圧構造物を強固に固定できること、格子状の受圧構造物を通して植生することができ、緑化により景観を向上させることができること等の効果を有する。
【0013】
図3は、植生した受圧構造物1、2及び3を示すもので、図中9は、生い茂った雑草を示す。
上記実施形態では、各受圧構造物1、2及び3はサイズが異なっているが、別の実施形態では同じサイズのものが用いられる。
上記実施形態ではまた、受圧構造物を押え付けるのに押え板が用いられているが、別の実施形態では形鋼が用いられる。
図4は、H形鋼をクロスに組合わせて受圧構造物11を押え付けた例を示すものである。
【0014】
図5は、押え板12の四隅に断面が受圧構造物の縦桟と横桟よるなる格子の升目と同形同大をなし、かつ長さが3個の受圧構造物1、2、3の厚みと同一をなす脚13を突設した例を示すものである。
本実施形態によると、脚13を受圧構造物1、2、3に差し込むことにより、各受圧構造物の升目が揃うようになる。
【0015】
【発明の効果】
請求項1ないし3記載の発明によると、複数個重ねた受圧構造物の升目を揃えることができ、ことに請求項1記載の発明においては、複数個重ねた受圧構造物の升目に升目と同一の脚を通すことで受圧構造物同士のずれを防止できる。
【0016】
更に請求項2記載の発明の形鋼においては、剛性が大であるため、アンカーボルトによる締付けを行った場合、形鋼全体で均一な押し力で受圧構造物を強く押え込むことができる。
【図面の簡単な説明】
【図1】本発明に係る受圧構造物の斜視図。
【図2】図1に示す受圧構造物を法面に固定した状態を示す図。
【図3】植生した受圧構造物の要部の拡大断面図。
【図4】受圧構造物をクロスに組合せたH形鋼で押え付けた例を示す斜視図。
【図5】受圧構造物を押える脚付押え板の斜視図。
【符号の説明】
1、2、3、11・・受圧構造物
4・・地盤
5・・アンカーボルト
6、12・・押え板
7・・袋ナット
9・・雑草
[0001]
[Technical field to which the invention belongs]
The present invention relates to a method for fixing a pressure receiving structure that is fixed to a slope with an anchor bolt for stabilization of the slope.
[0002]
[Prior art]
In recent years, a block made of precast concrete has been used as a pressure-receiving structure that receives the load on the slope to stabilize the slope, and the pressure-receiving structure is inserted into an anchor bolt fixed to the ground of the slope, and a nut is placed on the protruding end of the anchor bolt. In order to reduce the weight, a method using a pressure receiving plate made of glass fiber reinforced urethane foam (FFU) is also known.
[0003]
In addition to the slope stabilization method, there are also known a construction method in which a concrete frame is constructed by placing concrete on the slope, and a construction method in which a concrete block produced in the factory is installed on the slope to construct a concrete frame.
[0004]
[Problems to be solved by the invention]
In the construction method in which the frame is set on the slope, it is possible to vegetate within the frame and to plant trees. However, the method of constructing the frame by placing concrete on the slope is the formwork on the slope. It is necessary to assemble steel bars, assemble reinforcing bars, and cast concrete, which makes the work complicated and poor in work efficiency, especially in the case of steep slopes. The method of installing the concrete block on the slope has better work efficiency than the above method, but requires considerable effort to assemble and fix the concrete block on the slope.
[0005]
On the other hand, the pressure-receiving structure can be fixed simply by attaching it to a single anchor bolt and tightening a nut screwed into its protruding end. However, the slope with the pressure-receiving structure is difficult to view.
An object of this invention is to provide the fixing method of the pressure receiving structure which can be vegetated and can improve a landscape by greening.
[0006]
According to the first aspect of the present invention, a pressure receiving structure made of a vertical beam and a horizontal beam is inserted into an anchor bolt fixed to a sloped ground, and a lattice-shaped pressure receiving structure is inserted. In the fixing method of the pressure receiving structure in which the plate is inserted and stacked, and then the nut is screwed into the protruding end of the anchor bolt protruding from the press plate and fixed, the pressure receiving structure is composed of a plurality of pressure receiving structures, Each pressure receiving structure is composed of vertical bars and horizontal bars having the same shape and the same size, and the presser plate is provided with a leg having the same cross section as the above grid, and a plurality of the pressure receiving structures are stacked. It is characterized by passing through the grid of objects. [0007]
According to the present invention, the orientation and position of each pressure receiving structure is regulated by inserting the legs, and the cells of each pressure receiving structure are aligned. In the present invention, there may be one leg protruding from the presser plate , but preferably a plurality of legs are inserted at a plurality of locations. This ensures that the meshes of the pressure receiving structures are aligned.
[0008]
The invention according to claim 2 is characterized in that in the invention according to claim 1, a shape steel combined with a cross or a cross is used instead of the presser plate.
According to the present invention, in addition to the effects similar to those of the invention described in claim 1, since the shape steel has a large rigidity, a concentrated load is applied by an anchor bolt, and the pressure receiving structure can be formed even if the concentrated load is large. It can be pressed firmly and evenly.
[0009]
The invention according to claim 3 is the invention according to claim 1 or 2, characterized in that each pressure receiving structure has a different size of the mesh, and a plurality of legs, each having a cross section of a size smaller than the minimum size. .
Even if the pressure receiving structure is different in size of the mesh, each pressure receiving structure can form a mesh that penetrates vertically by inserting a plurality of legs.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
In FIG. 1, the three pressure-receiving structures 1, 2 and 3 having different sizes from large, medium and small are all made of FRP, have a lattice shape composed of vertical bars and horizontal bars, and the meshes are the same size. And in order to let the anchor bolt mentioned later pass in the center part, the vertical beam and the horizontal beam are cut into a cross.
[0011]
At the time of fixing, as shown in FIG. 2, anchor bolts 5 are fixed to the slope ground 4, and the pressure receiving structures 1, 2 and 3 are arranged in the projecting portion in order from the largest size and inserted in the excision portion. Further, a presser plate 6 is inserted thereon, and a cap nut 7 at a bolt protruding end is screwed in to fasten the pressure receiving structures 1, 2, and 3 to be fixed to the slope.
[0012]
According to the pressure receiving structure of the present embodiment, each pressure receiving structure is made of FRP and has a lattice shape so that it is lightweight and easy to carry. In addition, one pressure receiving structure is attached to one anchor bolt during construction. Inserting one, finally inserting the presser plate, and screwing the cap nut into the bolt protruding end, the mounting work is performed, the work efficiency is improved, and the entire pressure receiving structure can be subjected to earth and sand load. Being able to be installed stably even if there are some irregularities on the slope due to the grid shape, the pressure receiving structure can be firmly fixed by providing the presser plate, vegetation through the grid pressure receiving structure It has the effect of being able to improve the landscape by greening.
[0013]
FIG. 3 shows the vegetated pressure-receiving structures 1, 2, and 3. In FIG.
In the above embodiment, the pressure receiving structures 1, 2 and 3 are different in size, but in another embodiment, the same size is used.
In the above embodiment, a press plate is used to press the pressure receiving structure, but in another embodiment, a shape steel is used.
FIG. 4 shows an example in which the pressure receiving structure 11 is pressed by combining H-shaped steel with a cloth.
[0014]
FIG. 5 is a cross-sectional view of the pressure receiving structures 1, 2, 3 having the same shape and the same size as the grid of the grid made up of the vertical and horizontal bars of the pressure receiving structure at the four corners of the holding plate 12. The example which protruded the leg 13 which makes the same thickness is shown.
According to the present embodiment, by inserting the legs 13 into the pressure receiving structures 1, 2, and 3, the meshes of the pressure receiving structures are aligned.
[0015]
【The invention's effect】
According to the first to third aspects of the invention, the cells of the plurality of pressure receiving structures can be aligned, and in the first aspect of the invention, the cells are the same as the cells of the plurality of pressure receiving structures. The displacement of the pressure receiving structures can be prevented by passing the legs.
[0016]
Furthermore, in the shape steel of the invention according to claim 2, since the rigidity is large, when tightening with the anchor bolt, the pressure receiving structure can be strongly pressed down with a uniform pressing force in the entire shape steel.
[Brief description of the drawings]
FIG. 1 is a perspective view of a pressure receiving structure according to the present invention.
FIG. 2 is a view showing a state where the pressure receiving structure shown in FIG. 1 is fixed to a slope.
FIG. 3 is an enlarged cross-sectional view of a main part of a vegetated pressure-receiving structure.
FIG. 4 is a perspective view showing an example in which a pressure receiving structure is pressed with an H-section steel combined with a cloth.
FIG. 5 is a perspective view of a presser plate with legs for pressing a pressure receiving structure.
[Explanation of symbols]
1, 2, 3, 11 ... Pressure receiving structure 4 ... Ground 5 ... Anchor bolt 6, 12 ... Presser plate 7 ... Cap nut 9 ... Weed

Claims (3)

法面の地盤に固定したアンカーボルトに縦桟と横桟よりなって、格子状をなす受圧構造物を差込んだのち、その上に押え板を差込んで重ね、ついで押え板より突出するアンカーボルトの突出端にナットを捩込んで締付けて固定する受圧構造物の固定方法において、受圧構造物が複数個重ねた受圧構造物よりなり、各受圧構造物は縦桟と横桟より構成される升目が同形同大をなし、かつ押え板には断面が上記升目と同一の脚が突設され、該脚を複数個重ねた受圧構造物の升目に通すことを特徴とする受圧構造物の固定方法。An anchor that consists of a vertical beam and a horizontal beam on an anchor bolt fixed on the slope ground, inserts a pressure-receiving structure in the form of a lattice, inserts and holds a presser plate on it, and then protrudes from the presser plate In a fixing method of a pressure receiving structure in which a nut is screwed and fixed to a protruding end of a bolt, the pressure receiving structure is composed of a pressure receiving structure in which a plurality of pressure receiving structures are stacked, and each pressure receiving structure is constituted by a vertical beam and a horizontal beam. The pressure receiving structure is characterized in that the mesh has the same shape and the same size, and the presser plate is provided with a leg having the same cross section as the above mesh, and passes through the mesh of the pressure receiving structure in which a plurality of the legs are stacked. Fixing method. 押え板の代わりにクロスないし十字形に組合せた形鋼を用いることを特徴とする請求項1記載の受圧構造物の固定方法。2. The method for fixing a pressure receiving structure according to claim 1, wherein a shape steel combined with a cross or a cross is used instead of the presser plate. 各受圧構造物は升目のサイズが異なり、脚は複数でそれぞれ断面が最小サイズの升目以下のサイズであることを特徴とする請求項2記載の受圧構造物の固定方法。3. The pressure receiving structure fixing method according to claim 2, wherein each pressure receiving structure has a mesh size different from each other, and has a plurality of legs each having a cross section having a size equal to or smaller than the minimum size mesh.
JP2003045694A 2003-02-24 2003-02-24 Fixing method of pressure receiving structure Expired - Lifetime JP3727313B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003045694A JP3727313B2 (en) 2003-02-24 2003-02-24 Fixing method of pressure receiving structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003045694A JP3727313B2 (en) 2003-02-24 2003-02-24 Fixing method of pressure receiving structure

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP14790299A Division JP3461142B2 (en) 1999-05-27 1999-05-27 How to fix the pressure receiving structure

Publications (2)

Publication Number Publication Date
JP2003261943A JP2003261943A (en) 2003-09-19
JP3727313B2 true JP3727313B2 (en) 2005-12-14

Family

ID=29208475

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003045694A Expired - Lifetime JP3727313B2 (en) 2003-02-24 2003-02-24 Fixing method of pressure receiving structure

Country Status (1)

Country Link
JP (1) JP3727313B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193033A (en) * 2016-08-29 2016-12-07 智性纤维复合加固南通有限公司 A kind of combined type anchor solid system and construction method thereof

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4498121B2 (en) * 2003-12-17 2010-07-07 ライト工業株式会社 Slope stabilization method, slope greening method and slope stabilization structure
JP5356918B2 (en) * 2009-06-01 2013-12-04 株式会社ダイクレ Pressure receiving structure
CN104863148A (en) * 2015-05-20 2015-08-26 山东大学 Crossed anchor group structure and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106193033A (en) * 2016-08-29 2016-12-07 智性纤维复合加固南通有限公司 A kind of combined type anchor solid system and construction method thereof
CN106193033B (en) * 2016-08-29 2018-05-18 智性纤维复合加固南通有限公司 A kind of combined type anchor solid system and its construction method

Also Published As

Publication number Publication date
JP2003261943A (en) 2003-09-19

Similar Documents

Publication Publication Date Title
KR20110129657A (en) Retaining wall using frame structure and method of making retaining wall using thereof
KR20100008491A (en) Temporary structure for land-side protection wall
JP3727313B2 (en) Fixing method of pressure receiving structure
JP2015104245A (en) Photovoltaic power generation panel frame
JP4676660B2 (en) Greening panel
JP3032778B2 (en) Reinforced soil retaining wall method
NZ226940A (en) Facings for reinforced earth construction
JP3461142B2 (en) How to fix the pressure receiving structure
JP3465026B2 (en) Forming method of pressure plate type foundation
JP2017229109A (en) Frame of solar panel, photovoltaic power generation device, and construction method of photovoltaic power generation device
JP2014005657A (en) Aerial photovoltaic power generator
KR20070066397A (en) Cell type perforated steel structure of retaining wall
CN209669896U (en) A kind of ecological protection plate
JP3156912B2 (en) Slope member for slope protection method
KR100694874B1 (en) Revetment block
JPH09151463A (en) Column-integrated column base anchoring foundation structire and work execution method therefor
JP5711992B2 (en) Pressure-receiving structure for slope stabilization
KR101218825B1 (en) Method of land-side protection wall using bracing
KR20100026041A (en) A reinforcing device of slope for permanence of vegetation block type and method thereof
KR101868434B1 (en) Panel Assembly for Ground Protection of Earths Wall
JP6021588B2 (en) Stand
JP5580098B2 (en) Mat for adjusting unevenness of pressure plate
JP3605397B2 (en) A method for manufacturing a concrete block for a civil structure using natural stone and a concrete block for a civil structure using natural stone.
JP6279892B2 (en) Form for wall construction and construction method of wall using the same
KR101222521B1 (en) Steel panel for mechanically stabilized earth wall

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20050520

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050531

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050725

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050830

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050927

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091007

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101007

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101007

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111007

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111007

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141007

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term