JPH0762663A - Wall surface member for civil construction - Google Patents

Wall surface member for civil construction

Info

Publication number
JPH0762663A
JPH0762663A JP5235387A JP23538793A JPH0762663A JP H0762663 A JPH0762663 A JP H0762663A JP 5235387 A JP5235387 A JP 5235387A JP 23538793 A JP23538793 A JP 23538793A JP H0762663 A JPH0762663 A JP H0762663A
Authority
JP
Japan
Prior art keywords
wall material
geotextile
wall surface
surface member
fitting
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.)
Withdrawn
Application number
JP5235387A
Other languages
Japanese (ja)
Inventor
Kiyomaro Kasahara
清麿 笠原
Shunichi Nomura
俊一 野村
Tomihiko Murata
富彦 村田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maeda Kosen Co Ltd
Original Assignee
Maeda Kosen Co Ltd
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 Maeda Kosen Co Ltd filed Critical Maeda Kosen Co Ltd
Priority to JP5235387A priority Critical patent/JPH0762663A/en
Publication of JPH0762663A publication Critical patent/JPH0762663A/en
Withdrawn legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To achieve the economy of space by making a connecting fitting for connecting geotextile detachable with respect to a wall surface member so that the connecting fitting is detached from the wall surface member to stack the wall surface member when it is stored or transported. CONSTITUTION:For storing or transporting a wall surface member 01, a connecting fitting 20, is detached from a body 10 of the wall surface member to stack the body 10. For executing construction work, after the body 10 is placed on the ground, a bolt-shaped anchor 22 of the fitting 20 is screwed into a wedge-shaped nut 11 embedded in the body 10, following which, while a ring- shaped head 21 of the fitting 20 is kept in alignment with an annular connecting part 31 provided on an end of a geotextile 30, a steel pipe 40, as a core material, is inserted into the part 31 to connect the head and geotextile. And if required, a turnbuckle is provided at the shank 23 of the fitting 20 so that the geotextile 30 is stretched by operating the turnbuckle after earth is placed on the geotextile 30. As a result, bodies of wall surface members can be stacked and stored, and spaces required for storing and transportation can be reduced.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、盛土などに敷設するジ
オテキスタイルを壁面パネルや積みブロック、あるいは
大型ブロックなどの壁面材本体に連結する連結具を、前
記壁面材本体に着脱自在に装着させた壁面材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention removably attaches a connecting tool for connecting a geotextile laid on an embankment or the like to a wall material body such as a wall panel, a loading block, or a large block. Regarding wall materials.

【0002】[0002]

【従来の技術】従来、壁面材にジオテキスタイルと同構
造の連結用ジオテキスタイルを、その半分ほど埋め込ん
でおき、施工時に壁面材から出ている連結用ジオテキス
タイルに盛土内に敷設するためのジオテキスタイルを連
結することが行われている(特公平4−21763号公
報参照)。
2. Description of the Related Art Conventionally, a connecting geotextile having the same structure as a geotextile is embedded in a wall material by about half, and the geotextile for laying in the embankment is connected to the connecting geotextile protruding from the wall material during construction. (See Japanese Patent Publication No. 4-21763).

【0003】ところが、この壁面材は、製造時に面状の
連結用ジオテキスタイルを壁面材に埋め込む作業が非常
に面倒である。また、保管時に壁面材から出ている連結
用ジオテキスタイルが邪魔になり、壁面材を積み重ねる
ことができない。さらに、この壁面材を積み重ねると、
連結用のジオテキスタイルに損傷を与える恐れがあり、
壁面材の保管、運搬時に余分なスペースを必要とする。
However, it is very troublesome to embed a planar connecting geotextile in the wall material at the time of manufacturing. In addition, the geotextile for connection that comes out of the wall material during storage hinders the stacking of the wall material. Furthermore, stacking this wall material,
There is a risk of damaging the connecting geotextile,
Extra space is required for storage and transportation of wall materials.

【0004】一方、壁面材に鋼製ブラケットを取り付け
ておき、施工時にブラケットに鋼管などの曲げ強度のあ
る芯材を通し、その芯材にジオテキスタイルの一端を固
定させることが行われているが、この場合も保管、運搬
時に鋼製ブラケットが邪魔になり、壁面材を積み重ねる
ことができない。
On the other hand, a steel bracket is attached to a wall material, and a core material having bending strength such as a steel pipe is passed through the bracket at the time of construction, and one end of the geotextile is fixed to the core material. Also in this case, the steel brackets obstruct the storage and transportation, and the wall materials cannot be stacked.

【0005】[0005]

【発明が解決しようとする課題】本発明は、かかる従来
の問題を背景になされたものであり、保管時に積み重ね
ることができ、壁面材の保管時および運搬時に余分なス
ペースを必要としない土木工事用壁面材を提供すること
を目的とする。
The present invention has been made against the background of such conventional problems, and can be stacked during storage, and does not require extra space during storage and transportation of wall materials. The purpose is to provide a wall material for use.

【0006】[0006]

【課題を解決するための手段】本発明は、壁面材本体
と、該壁面材本体にジオテキスタイルを連結する連結具
とからなる壁面材において、前記連結具が、ジオテキス
タイル取付け用芯材を装着する頭部と、壁面材本体に装
着するアンカー部と、頭部とアンカー部とを連結する胴
部とからなり、前記壁面材本体が、前記アンカー部を装
着させる係合部を有することを特徴とする土木工事用壁
面材を提供するものである。
SUMMARY OF THE INVENTION The present invention provides a wall material comprising a wall material body and a connector for connecting a geotextile to the wall material body, wherein the connector has a head for mounting a geotextile mounting core. A wall portion, an anchor portion mounted on the wall material body, and a body portion connecting the head portion and the anchor portion, and the wall material body has an engagement portion for mounting the anchor portion. It provides wall materials for civil engineering work.

【0007】上記のジオテキスタイルとしては、織布、
不織布、編布などの一般的な布帛、経線および緯線を絡
ませて網目状に織り上げたのち、その表面を樹脂コーテ
ィングで固めたもの、メッシュ状のタテ編物を樹脂コー
ティングで固めたもの、合成樹脂製ネット、ポリプロピ
レンや高密度ポリエチレン製のシートに穿孔後、1軸ま
たは2軸延伸して得られる、いわゆるグリッド、さらに
は繊維補強した合成樹脂ネットなどが好ましい。
As the above-mentioned geotextile, woven cloth,
General fabrics such as non-woven fabrics and knitted fabrics, woven in a mesh shape by entwining warp and weft lines and then solidified by resin coating, mesh vertical warp knitted fabric by resin coating, synthetic resin A net, a so-called grid obtained by perforating a sheet made of polypropylene or high-density polyethylene and then uniaxially or biaxially stretching it, and further, a fiber-reinforced synthetic resin net is preferable.

【0008】[0008]

【作用】この壁面材を保管あるいは運搬する時は、壁面
材本体から連結具を取り外したのち、壁面材本体を積み
重ねて保管、運搬し、施工時には、壁面材本体を地盤に
設置させたのち、壁面材本体の係合部に連結具のアンカ
ー部を装着させ、次いで連結具の頭部とジオテキスタイ
ルの一端部に設けた連結部とを芯合わせしながら芯材を
挿入して両者を連結させる。
[Operation] When storing or transporting this wall material, after removing the connector from the wall material body, stacking the wall material body for storage and transport, and at the time of construction, after installing the wall material body on the ground, The anchor portion of the connector is attached to the engaging portion of the wall material body, and then the core member is inserted while the head of the connector and the connector provided at one end of the geotextile are aligned to connect the both.

【0009】[0009]

【実施例】以下、図面により本発明の実施例を説明す
る。本発明の第1番目の実施例は、図1および図2に図
示されている。この図1および図2おいて、01は壁面
材であり、壁面材01は、鉄筋コンクリート製の壁面材
本体10と、壁面材本体10にジオテキスタイル30を
連結させるための金属製の連結具20とから形成されて
いる。
Embodiments of the present invention will be described below with reference to the drawings. The first embodiment of the present invention is illustrated in FIGS. In FIG. 1 and FIG. 2, 01 is a wall material, and the wall material 01 is composed of a wall material body 10 made of reinforced concrete and a metal connector 20 for connecting the geotextile 30 to the wall material body 10. Has been formed.

【0010】連結具20は、リング状の頭部21と、ボ
ルト状のアンカー部22と、頭部21とアンカー部22
とを連結する棒状の胴部23とから形成されている。一
方、壁面材本体10には、アンカー部22を螺着させる
ための楔形ナット11が埋設されている。
The connecting tool 20 includes a ring-shaped head portion 21, a bolt-shaped anchor portion 22, a head portion 21 and an anchor portion 22.
And a rod-shaped body portion 23 that connects On the other hand, a wedge-shaped nut 11 for screwing the anchor portion 22 is embedded in the wall material body 10.

【0011】この壁面材01を保管する時は、保管の際
に邪魔になる連結具20を壁面材本体10から取り外し
たのち、壁面材本体10を積み重ねて保管する一方、施
工時には、壁面材本体10を図示しない地盤に設置した
のち、壁面材本体10に埋設されている楔形ナット11
に連結具のボルト状のアンカー部22を螺着させること
により、壁面材本体10に連結具20を取り付ける。次
いで、連結部のリング状の頭部21とジオテキスタイル
30の一端部に設けた環状の連結部31とを芯合わせし
ながら鋼管40を芯材として挿入して両者を連結させ
る。
When the wall material 01 is stored, the connecting tool 20 that disturbs the storage is removed from the wall material body 10 and then the wall material body 10 is stacked and stored, while at the time of construction, the wall material body is stored. After installing 10 on the ground (not shown), the wedge-shaped nut 11 embedded in the wall material body 10
The connector 20 is attached to the wall material body 10 by screwing the bolt-shaped anchor portion 22 of the connector to the wall member 10. Next, while aligning the ring-shaped head portion 21 of the connecting portion and the annular connecting portion 31 provided at one end of the geotextile 30, the steel pipe 40 is inserted as a core material to connect the two.

【0012】ここで、図3に示すように、連結具20の
胴部23をターンバックル24により形成すると、ジオ
テキスタイル30上に盛土したのち、ターンバックル2
4を操作して連結具20自体の長さを短縮させると、ジ
オテキスタイル30を緊張させることができる利点があ
る。
Here, as shown in FIG. 3, when the body portion 23 of the connecting tool 20 is formed by the turnbuckle 24, the turnbuckle 2 is formed after embankment on the geotextile 30.
There is an advantage that the geotextile 30 can be tensioned by operating 4 to shorten the length of the coupling tool 20 itself.

【0013】次に、本発明の第2番目の実施例は、図4
および図5に図示されている。この第2番目の実施例で
は、アンカー部22′をプレート状にした連結具20を
使用する一方、隣接する2つの壁面材本体10,10の
接合部12に横断面T字状の縦溝11′を形成する壁面
材本体10を使用するようになっている。その他の部位
は、第1番目の実施例と相違しないので、説明を省略す
る。
Next, the second embodiment of the present invention will be described with reference to FIG.
And illustrated in FIG. In the second embodiment, a connector 20 having a plate-shaped anchor portion 22 'is used, while a vertical groove 11 having a T-shaped cross section is formed in a joint portion 12 of two adjacent wall material bodies 10, 10. The wall material body 10 forming the ′ is used. Since the other parts are not different from those of the first embodiment, the description thereof will be omitted.

【0014】この壁面材01を保管する時は、保管に邪
魔になる連結具20を壁面材本体10から取り外したの
ち、壁面材本体10を積み重ねて保管する一方、施工時
には、壁面材本体10を図示しない地盤に設置させたの
ち、2つの壁面材本体10,10の接合部12に形成さ
れたT字状の縦溝11′に、その上方から連結具のプレ
ート状のアンカー部22′を差し込んで連結具20を壁
面材本体10,10に取り付ける。次いで、連結部のリ
ング状の頭部21とジオテキスタイル30の一端部に設
けた環状の連結部31とを芯合わせしながら鋼管40を
挿入して両者を連結させる。
When the wall material 01 is stored, the wall material body 10 is stacked and stored after the connecting tool 20 which disturbs the storage is removed from the wall material body 10, while the wall material body 10 is stored at the time of construction. After being installed on the ground (not shown), the plate-shaped anchor portion 22 'of the connector is inserted into the T-shaped vertical groove 11' formed in the joint 12 of the two wall material bodies 10, 10 from above. The connecting tool 20 is attached to the wall material bodies 10 by. Next, the steel pipe 40 is inserted while aligning the ring-shaped head portion 21 of the connecting portion and the annular connecting portion 31 provided at one end of the geotextile 30 to connect the two.

【0015】ここで、図6に示すように、連結具20の
胴部23をターンバックル24により形成すると、ジオ
テキスタイル30上に盛土したのち、ターンバックル2
4を操作して連結具20自体の長さを短縮させると、ジ
オテキスタイル30を緊張させることができる利点があ
る。
Here, as shown in FIG. 6, when the body portion 23 of the connector 20 is formed by the turnbuckle 24, the turnbuckle 2 is formed after embankment on the geotextile 30.
There is an advantage that the geotextile 30 can be tensioned by operating 4 to shorten the length of the coupling tool 20 itself.

【0016】最後に、本発明の第3番目の実施例が図7
および図8に図示されている。この第3番目の実施例で
は、頭部21を含む平面(図示せず)と直交する平面
(図示せず)内に位置するリング状のアンカー部22″
を有する連結具20を使用する一方、壁面材本体10の
上端部に係合部としての鉄筋11″の一部を露出させる
ための溝部15を有する壁面材本体10を使用するよう
になっている。この第3番目の実施例では、壁面材本体
10に、垂直方向に溝部15が穿設されており、施工時
に鉄筋11″を通す態様となっている。そして、鉄筋1
0″と壁面材本体10の溝部15の隙間に、コンクリー
トを流し込んで固めるものであり、鉄筋11″は、施工
時に装入することになる。なお、その他の部分は、第1
番目の実施例と相違しないので、説明を省略する。
Finally, the third embodiment of the present invention is shown in FIG.
And illustrated in FIG. In the third embodiment, a ring-shaped anchor portion 22 ″ located in a plane (not shown) orthogonal to a plane (not shown) including the head 21.
While using the connector 20 having the wall member, the wall member main body 10 having the groove portion 15 at the upper end of the wall member main body 10 for exposing a part of the reinforcing bar 11 ″ as the engaging portion is used. In the third embodiment, the wall material main body 10 is provided with the groove 15 in the vertical direction so that the reinforcing bar 11 ″ can be passed through during construction. And rebar 1
Concrete is poured into a gap between 0 ″ and the groove portion 15 of the wall surface material body 10 to be solidified, and the reinforcing bar 11 ″ is inserted at the time of construction. The other parts are
Since it is not different from the second embodiment, the description is omitted.

【0017】この壁面材01を保管する時は、保管上、
邪魔になる連結具20を壁面材本体10から取り外した
のち、壁面材本体10を積み重ねて保管する一方、施工
時には、壁面材本体10を図示しない地盤に設置させた
のち、溝部15内に突き出ている鉄筋11″に連結具の
リング状のアンカー部22″を装着させる。次いで、壁
面材本体10の上に別の壁面材本体10を積み重ねたの
ち、連結部のリング状の頭部21とジオテキスタイル3
0の一端部に設けた環状状の連結部31とを芯合わせし
ながら鋼管40を挿入して両者を連結させる。
When storing this wall material 01,
After removing the obstacle 20 from the wall material body 10, the wall material body 10 is stacked and stored, and at the time of construction, the wall material body 10 is installed on the ground (not shown) and then protruded into the groove portion 15. The ring-shaped anchor portion 22 ″ of the connector is attached to the existing reinforcing bar 11 ″. Next, after stacking another wall material body 10 on the wall material body 10, the ring-shaped head 21 of the connecting portion and the geotextile 3 are stacked.
The steel pipe 40 is inserted while aligning the annular connecting portion 31 provided at one end portion of 0 with each other to connect them.

【0018】ここで、図9に示すように、連結具の胴部
23をターンバックル24により形成すると、ジオテキ
スタイル30上に盛土したのち、ターンバックル24を
操作して連結具20自体の長さを短縮させると、ジオテ
キスタイル30を緊張させることができる利点がある。
Here, as shown in FIG. 9, when the body portion 23 of the connector is formed by the turnbuckle 24, after embankment on the geotextile 30, the turnbuckle 24 is operated to adjust the length of the connector 20 itself. Shortening has the advantage that the geotextile 30 can be strained.

【0019】上記の3つの例において、環状の連結部3
1は、ジオテキスタイル30の一端部を他の一端部の方
に曲げたあと、その重複部分をシート30の横手方向に
向けて縫着、接着、あるいは溶着などの適宜の手段によ
って線または帯状に止着32させることにより形成され
る。
In the above three examples, the annular connecting portion 3
1 is one in which the one end of the geotextile 30 is bent toward the other end, and then the overlapping portion is directed in the lateral direction of the sheet 30 and stopped in a line or band by an appropriate means such as sewing, bonding, or welding. It is formed by applying the garment 32.

【0020】上記のように、本発明は、壁面材01を、
壁面材本体10と、壁面材本体10にジオテキスタイル
30を連結する連結具20とから形成する一方、連結具
20を、ジオテキスタイル取付け用芯材40を装着する
頭部21と、壁面材本体10に装着するアンカー部2
2,22′,22″と、頭部21とアンカー部22,2
2′,22″とを連結する胴部23とから形成し、かつ
壁面材本体10にアンカー部22,22′,22″を装
着させる係合部11,11′,11″を備えたため、壁
面材の保管時には、保管の邪魔になる連結具20を取り
除いた平板な壁面材本体10を積み重ねて保管すること
ができ、壁面材本体10の保管と輸送に余蘊なスペース
が要らなくなった。
As described above, according to the present invention, the wall material 01 is
The wall material body 10 and the connector 20 for connecting the geotextile 30 to the wall material body 10 are formed, while the connector 20 is attached to the head portion 21 for mounting the geotextile mounting core 40 and the wall material body 10. Anchor part 2
2, 22 ', 22 ", head 21 and anchors 22, 2
The wall surface main body 10 is provided with engaging portions 11, 11 ′, 11 ″ for mounting the anchor portions 22, 22 ′, 22 ″. At the time of storing the materials, the flat wall material main body 10 from which the connecting tool 20 which obstructs the storage is removed can be stacked and stored, and an unnecessary space is not required for the storage and transportation of the wall material main body 10.

【0021】以上、本発明の実施例について説明した
が、本発明はこれらの実施例に限定されるものではな
い。例えば、第2番目の実施例では、連結した場合、横
断面T字状の縦溝11′を有する壁面材本体10を採用
しているが、図10にあるように、横断面が円形の縦溝
11′を有する壁面材本体10を採用してもよい。この
場合には、アンカー部は、第2実施例と同じようにプレ
ート状であっても、球状であって、縦溝11′に係合で
きれば、いかなる形状のものでもよい。
Although the embodiments of the present invention have been described above, the present invention is not limited to these embodiments. For example, in the second embodiment, when they are connected, the wall material body 10 having the vertical groove 11 'having a T-shaped cross section is adopted, but as shown in FIG. The wall material main body 10 having the groove 11 'may be adopted. In this case, the anchor portion may be plate-shaped as in the second embodiment or spherical, and may have any shape as long as it can engage with the vertical groove 11 '.

【0022】[0022]

【発明の効果】上記のように、本発明によれば、壁面材
の保管時には、保管の邪魔になる連結具を取り除いた平
板な壁面材本体を積み重ねて保管することができ、壁面
材本体の保管と輸送に余分なスペースが要らなくなっ
た。
As described above, according to the present invention, when the wall material is stored, it is possible to stack and store the flat wall material main bodies from which the connecting members that hinder the storage have been removed, and the wall material main body can be stored. No need for extra space for storage and transportation.

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

【図1】本発明に係る土木工事用壁面材の第1実施例を
示す平面図である。
FIG. 1 is a plan view showing a first embodiment of a wall material for civil engineering work according to the present invention.

【図2】図1のII−II断面図である。FIG. 2 is a sectional view taken along the line II-II in FIG.

【図3】胴部にターンバックルを利用した連結具の一部
断面を含む側面図である。
FIG. 3 is a side view including a partial cross-section of a connector using a turnbuckle on a body.

【図4】本発明に係る土木工事用壁面材の第2実施例を
示す平面図である。
FIG. 4 is a plan view showing a second embodiment of the wall material for civil engineering work according to the present invention.

【図5】図4のV−V断面図である。5 is a sectional view taken along line VV of FIG.

【図6】胴部にターンバックルを利用した連結具の一部
断面を含む側面図である。
FIG. 6 is a side view including a partial cross-section of a connector using a turnbuckle on a body.

【図7】本発明に係る土木工事用壁面材の第3実施例を
示す平面図である。
FIG. 7 is a plan view showing a third embodiment of the wall material for civil engineering work according to the present invention.

【図8】図8のVIII−VIII断面図である。8 is a sectional view taken along the line VIII-VIII in FIG.

【図9】胴部にターンバックルを利用した連結具の一部
断面を含む側面図である。
FIG. 9 is a side view including a partial cross-section of a connector using a turnbuckle on a body.

【図10】本発明に係る土木工事用壁面材の本体の平面
図である。
FIG. 10 is a plan view of the main body of the wall material for civil engineering work according to the present invention.

【符号の説明】[Explanation of symbols]

01 壁面材 10 壁面材本体 11,11′,11″ 係合部 20 連結具 21 頭部 22,22′,22″ アンカー部 23 胴部 30 ジオテキスタイル 40 芯材 01 Wall material 10 Wall material main body 11, 11 ', 11 "Engagement part 20 Connecting tool 21 Head part 22, 22', 22" Anchor part 23 Body part 30 Geotextile 40 Core material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 壁面材本体と、該壁面材本体にジオテキ
スタイルを連結する連結具とからなる土木工事用壁面材
において、前記連結具が、ジオテキスタイル取付け用芯
材を装着する頭部と、壁面材本体の係合部に係合するア
ンカー部と、頭部とアンカー部とを連結する胴部とから
なり、かつ前記壁面材本体が、連結具のアンカー部を係
合させる係合部を有することを特徴とする土木工事用壁
面材。
1. A wall material for civil engineering work comprising a wall material body and a connecting tool for connecting a geotextile to the wall material body, wherein the connecting tool has a head on which a geotextile mounting core material is mounted, and the wall material. An anchor portion that engages with an engaging portion of the main body, and a body portion that connects the head portion and the anchor portion, and the wall surface material main body has an engaging portion that engages the anchor portion of the connector. A wall material for civil engineering that is characterized by.
JP5235387A 1993-08-27 1993-08-27 Wall surface member for civil construction Withdrawn JPH0762663A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5235387A JPH0762663A (en) 1993-08-27 1993-08-27 Wall surface member for civil construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5235387A JPH0762663A (en) 1993-08-27 1993-08-27 Wall surface member for civil construction

Publications (1)

Publication Number Publication Date
JPH0762663A true JPH0762663A (en) 1995-03-07

Family

ID=16985333

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5235387A Withdrawn JPH0762663A (en) 1993-08-27 1993-08-27 Wall surface member for civil construction

Country Status (1)

Country Link
JP (1) JPH0762663A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011126267A3 (en) * 2010-04-05 2011-12-29 (주)루펜큐 Retaining wall structure and method for constructing same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011126267A3 (en) * 2010-04-05 2011-12-29 (주)루펜큐 Retaining wall structure and method for constructing same

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