JPS63147014A - Back-filling piece for sheathing - Google Patents

Back-filling piece for sheathing

Info

Publication number
JPS63147014A
JPS63147014A JP29258286A JP29258286A JPS63147014A JP S63147014 A JPS63147014 A JP S63147014A JP 29258286 A JP29258286 A JP 29258286A JP 29258286 A JP29258286 A JP 29258286A JP S63147014 A JPS63147014 A JP S63147014A
Authority
JP
Japan
Prior art keywords
piece
backfilling
fixed receiving
driving
driving piece
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.)
Granted
Application number
JP29258286A
Other languages
Japanese (ja)
Other versions
JPH0530937B2 (en
Inventor
Yasuhisa Horiba
靖久 堀場
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.)
MARUFUJI SHIITOPAIRU KK
Original Assignee
MARUFUJI SHIITOPAIRU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MARUFUJI SHIITOPAIRU KK filed Critical MARUFUJI SHIITOPAIRU KK
Priority to JP29258286A priority Critical patent/JPS63147014A/en
Publication of JPS63147014A publication Critical patent/JPS63147014A/en
Publication of JPH0530937B2 publication Critical patent/JPH0530937B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Forming Counted Batches (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To permit back-filling operation to be performed simply by a method in which a driving piece and a receiving piece are used in a mutually facing manner. CONSTITUTION:A driving piece 30 having a slide face with an arc-shaped projected surface 31 and through holes 35 and a receiving piece 10 having a slide face with an arc-shaped recessed surface 12 and a hanging supporter are set between sheathing material 1 and waling material 2 in a mutually facing manner. Since the pieces 30 and 10 can be set on any position of the waling material 2, the back-filling operation can be easily performed.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は山留工事において、山留め壁と腹起しとの間に
介装して使用する裏込めピースに関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a backfill piece that is used by being interposed between a retaining wall and a raised wall in retaining work.

[従来の技術] 山留工事においては、一般に掘削壁面の崩壊を防止する
ため土留め材(鋼矢板、H型鋼等)を打込んでから、こ
の土留め材を腹起し、切梁、火打ち等の主要部材を用い
て支持させている。すなわち、第12図に示すように工
事敷地内に打込んだ土留め壁1の内側に復起し2を水平
方向に添設してから、この復起しと直角に切梁3を架設
している。
[Conventional technology] In mountain retaining construction, earth retaining materials (steel sheet piles, H-shaped steel, etc.) are generally placed in order to prevent collapse of excavated walls, and then the earth retaining materials are raised up, strut beams, and flints are installed. It is supported using main members such as That is, as shown in Fig. 12, a raised wall 2 is attached horizontally to the inside of the earth retaining wall 1 that has been driven into the construction site, and then a strut 3 is erected at right angles to this raised wall. ing.

復起しと切梁との突合せ部位はボルト締め或いは溶接等
の手段で緊結し、更に前記復起しのコーナ部分および復
起しと切梁との交点部分に火打ち材4を取付けて山留架
構を形成させている。この場合に土留め’!1と復起し
2との隙間には、従来コンクリート等の裏込め材5を裏
込めして、復起しに対して土留め壁の支点反力が等分布
荷重として加わるようになし、また復起しを介して切梁
に平均した軸力が作用するように施工している。
The butt portions of the backrest and the struts are tightened by bolting or welding, and flint materials 4 are attached to the corners of the backrest and the intersections of the backrest and the struts to secure the piles. It forms a frame. In this case, do it! The gap between 1 and the backing 2 is conventionally backfilled with backfilling material 5 such as concrete so that the fulcrum reaction force of the earth retaining wall is applied as a uniformly distributed load to the backing. The structure is constructed so that an average axial force is applied to the struts via the backrest.

前記の裏込め施工の際、土留め壁と復起しどの対向面が
正しく平行であれば問題はないが、実際は地中に鋼矢板
等を打込む際、土圧のため或いは地中の障害物、地盤の
硬軟その他の要因により鋼矢板の打込み方向がズして、
土留め壁と復起しとの対向面が平行でない場合が多い。
When performing the above-mentioned backfilling work, there is no problem if the facing surfaces of the earth retaining wall and the restoring wall are correctly parallel, but in reality, when driving steel sheet piles etc. into the ground, there may be problems due to earth pressure or underground obstructions. The driving direction of the steel sheet pile may be misaligned due to objects, hardness or softness of the ground, or other factors.
In many cases, the facing surfaces of the retaining wall and the backing are not parallel.

すなわち、復起し2に対し土留め壁1が水平方向に角度
ズレを有して建込まれていたり(第13図)、また垂直
方向に対しても土留め壁が傾斜して建込まれることがあ
る(第14図)。その結果、裏込め材5の外側面と土留
め壁1或いは復起しとが片当りになったり、極く一部の
面積しか衝合しないために復起しの効きを悪くして掘削
壁面を崩壊させたり或いは部材を損傷させたりすること
がある。そのため、前記したように土留め壁と復起しの
対向面が平行でなくても土留め壁及び復起しに密着させ
ることができる裏込め材の開発が待ち望まれていた。
In other words, the earth retaining wall 1 is built with an angular deviation in the horizontal direction relative to the restoring wall 2 (Fig. 13), and the earth retaining wall is also built at an angle in the vertical direction. Sometimes (Figure 14). As a result, the outer surface of the backfilling material 5 and the retaining wall 1 or the backing may come into contact with each other unevenly, or only a small portion of the area may come into contact with each other, reducing the effectiveness of the backfilling and causing the excavated wall surface to become uneven. This may cause the structure to collapse or damage the component. Therefore, as described above, there has been a long-awaited development of a backfilling material that can be brought into close contact with an earth retaining wall and a backing even if the facing surfaces of the wall and the backing are not parallel.

[発明の概要] 本発明者は、先に特願昭61−149718号の発明と
して、前記の従来法の欠点を解消させる目的で、次のよ
うな内容の山留用裏込め具を提案した。すなわら、互い
に組み合せてクサビ装置を構成する打込みコツターとス
キ間調整ユニットからなり、前記コツターと調整ユニッ
トは両者の対向面をそれぞれ斜面となして、その内斜面
をコツター打込み方向に摺動可能に密着するように組み
合せ、また前記調整ユニットには前記斜面と反対側の位
置に前記打込み方向に対して直角な方向に断面円弧状と
された円弧状凹部が設けられ、該円弧状凹部には断面半
月形とされたキャンバ一部材が前記円弧状四部の円弧状
中心まわりに回転自在に嵌装され、かつ該キャンバ一部
材は円弧状四部の上下端部に固着された案内部材に保持
されてコツター打込み方向に直角な方向にのみ可動とし
た山留用寝込め具に関する発明である。本発明はこの先
行発明を改良して、より使い勝手の良い山留裏込めピー
スを提案しようと意図したものである。
[Summary of the Invention] The present inventor previously proposed the following backfilling tool for heel retaining, as an invention in Japanese Patent Application No. 149718/1983, for the purpose of overcoming the drawbacks of the above-mentioned conventional method. In other words, the wedge device is composed of a driving tipter and a gap adjustment unit that are combined with each other to form a wedge device, and the tipter and the adjusting unit each have a sloped surface facing each other, and the inner slope can be slid in the driving direction of the wedge. The adjusting unit is provided with an arc-shaped recess having an arc-shaped cross section in a direction perpendicular to the driving direction at a position opposite to the slope, and the arc-shaped recess has a A camber member having a half-moon cross section is rotatably fitted around the arcuate center of the four arcuate parts, and the camber member is held by guide members fixed to the upper and lower ends of the four arcuate parts. This invention relates to a locking tool for staking that is movable only in a direction perpendicular to the direction of driving the bolt. The present invention is intended to improve this prior invention and propose a more user-friendly Yamadome backfill piece.

[発明が解決しようとする問題点] すなわら、前記先行発明における山留用裏込め具は、打
込みコツターとスキIII!l整ユニットとから構成さ
れているが、スキ間調整ユニットはその内部にキャンバ
−を回転自在に組み込んでなり、しかもキャンバ−は調
整ユニット本体に対し分離することがないように組み付
けたものであったから、その構造が比較的複雑で加工製
造に手間を要する難点があり、しかもキャンバ−の回転
角度を大きくできなかった。また、かかる裏込め具は強
度を必要とするから従来鉄鋼により作られ、概ね1セツ
ト15〜2089の重酪を有しているから復起し等の高
所で手作業で持ち運び・取付ける作業は酷しいものであ
り、また解体回収作業も軽硅でないことから作業上の労
力や危険も大きく、作業能率向上に限度があった。
[Problems to be Solved by the Invention] In other words, the back-filling tool for retaining in the prior invention is superior to the driving-in cotter! The clearance adjustment unit has a camber rotatably incorporated therein, and the camber is assembled to the adjustment unit body in such a way that it cannot be separated. Therefore, the structure is relatively complicated and processing and manufacturing is labor-intensive, and furthermore, the rotation angle of the camber cannot be increased. In addition, since such backfilling tools require strength, they are conventionally made of steel, and each set has approximately 15 to 2,089 heavy loads, so it is difficult to carry and install them manually at high places such as when lifting. Moreover, since the dismantling and recovery work was not made of light silicon, the work involved great effort and danger, and there was a limit to how much work efficiency could be improved.

本発明の目的は上記の問題点を解決することのできる山
留裏込めピースを提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a backfill piece capable of solving the above-mentioned problems.

すなわち、本発明による山留裏込めピースは固定量ピー
スと打込みピースとからなる単純な構造とし、かつ打込
みピースの傾斜回動角度範囲を大きくし、しかも全体と
して軽礒に製作することのできる山留用裏込めピースを
提供するものである。
That is, the mountain backfilling piece according to the present invention has a simple structure consisting of a fixed amount piece and a driving piece, and the slope rotation angle range of the driving piece is widened. It provides a backfill piece for fastening.

L問題点を解決するための手段] 本発明者は、前記目的を達成するために種々研究の結果
、固定量ピースと打込みピースの2部材からなる裏込め
ピースにおいて、打込みピースの片側を円弧状凸面を有
する斜面とし、該ピースが密接する固定量ピースの対向
受面を前記円弧状凸面が嵌り込む凹面状とすると共に、
前記固定量ピースの上部に土留め材上端に連係できる吊
下げ支持部材を設けることにより、前記問題点を解決す
ることのできる裏込めピースが得らることを見い出した
。本発明においては固定受ピース及び打込みピースの少
なくとも一方を、ダイカスト、アルミ鋳物又はプラスチ
ック材料等の軽喰素材から形成することにより、従来の
173以下の圧fflの軽石な裏込めピースが得られる
ものである。
Means for Solving Problem L] In order to achieve the above object, the inventor of the present invention, as a result of various studies, discovered that in a backfilling piece consisting of two members, a fixed amount piece and a driving piece, one side of the driving piece is shaped like an arc. A sloped surface having a convex surface is formed, and the opposing receiving surface of the fixed amount piece that the piece is in close contact with is formed into a concave shape into which the arcuate convex surface fits,
It has been found that a backfilling piece that can solve the above problems can be obtained by providing a hanging support member that can be connected to the upper end of the earth retaining material on the upper part of the fixed amount piece. In the present invention, by forming at least one of the fixed receiving piece and the driving piece from a lightweight material such as die casting, aluminum casting, or plastic material, a pumice backfilling piece with a pressure ffl of 173 or less than the conventional one can be obtained. It is.

[実施例] 本発明を図示実施例に基づいて具体的に説明゛する。第
1図に示すものは本発明に係る裏込めピースであり、こ
のピースは符号10で示す固定受ピースと符号30の打
込みピースとからなり、何れもダイカスト、アルミ鋳物
又はポリアミド樹脂(ナイロン)等のプラスチック等の
成形品で作られ、使用に当っては、前記両ピースを重ね
合せて使用する。
[Examples] The present invention will be specifically explained based on illustrated examples. What is shown in FIG. 1 is a backfilling piece according to the present invention, and this piece consists of a fixed receiving piece designated by the reference numeral 10 and a driving piece designated by the reference numeral 30, each of which is made of die casting, aluminum casting, polyamide resin (nylon), etc. It is made of molded plastic, etc., and when used, the two pieces are overlapped.

まず、固定受ピース10の構造を第2〜4図を参照して
詳細に説明すれば、図中11は打込みプレート20と突
き合せて密接させる楔形の対向板である。
First, the structure of the fixed receiving piece 10 will be explained in detail with reference to FIGS. 2 to 4. In the figures, reference numeral 11 denotes a wedge-shaped opposing plate that is brought into close contact with the driving plate 20.

この対向板11は図示のとおり上端から下端に向って漸
次厚みを増大させて表面側を斜面とすると共に、この斜
面は長手方向に対し直交する方向の断面を対向板の裏面
側に向って湾曲させることにより、傾斜凹面部12とす
る。また対向板11の左右両側には、階段状の段部13
a、 13bを下面に設けた^さ調節用耳部14.14
を一体に形成させ、この耳部14の両端部近くには縦方
向のボルト用透孔15を設ける。16は前記ボルト孔1
5に挿入された一対の吊下げボルトであって、該ボルト
の下端部には前。
As shown in the figure, the thickness of the facing plate 11 gradually increases from the upper end to the lower end, and the front surface side is sloped, and the sloped surface is curved in a cross section perpendicular to the longitudinal direction toward the back side of the facing plate. By doing so, the inclined concave surface portion 12 is formed. Further, on both left and right sides of the opposing plate 11, stepped portions 13 are provided.
a, 13b provided on the bottom surface of the ears for adjusting the width 14.14
are integrally formed, and vertical bolt through holes 15 are provided near both ends of this ear portion 14. 16 is the bolt hole 1
5, a pair of suspension bolts inserted into the lower end of the bolt.

記段部13a又は13bと係合しうる下部端片17をL
状又は逆り状をなすように固着する。また18は吊下げ
ボルト16の上部にこれと交差するように配設した吊ド
げサポート材である。このサポート材はその一端に前記
ボルト16を遊挿させるために透孔19を設け、これに
ボルト16の上部を挿入させてサポート材18を吊下げ
ボルト16を中心として回動可能に連結し、かつ前記ボ
ルトに沿って上下方向に可動となるように構成されてい
る。なお、20はボルト16の上端に螺合させた抜止め
ナツト、21は該ナツトとサポート材18との間に介装
させた緩衝ばねである。また22は取手であって、両端
に形成した連結環23を介して前記一対の吊−トげボル
ト16の上部にジヨイントされている。
The lower end piece 17 that can engage with the stepped portion 13a or 13b is L.
It sticks to form a shape or an inverted shape. Further, reference numeral 18 denotes a hanging support member disposed above the hanging bolt 16 so as to intersect therewith. This support material has a through hole 19 at one end thereof to allow the bolt 16 to be loosely inserted therein, and the upper part of the bolt 16 is inserted into this hole to connect the support material 18 so as to be rotatable around the hanging bolt 16. Moreover, it is configured to be movable in the vertical direction along the bolt. Note that 20 is a retaining nut screwed onto the upper end of the bolt 16, and 21 is a buffer spring interposed between the nut and the support member 18. Reference numeral 22 denotes a handle, which is jointed to the upper part of the pair of hanging bolts 16 via connecting rings 23 formed at both ends.

次に打込みピース30の構造を第1図、第5図、第6図
を参照して説明する。打込みピース30は第1図の斜視
図から良く判るように、全体として上端から下端に向っ
て漸次厚みを減少する模状部材によって構成している。
Next, the structure of the driving piece 30 will be explained with reference to FIGS. 1, 5, and 6. As can be clearly seen from the perspective view of FIG. 1, the driving piece 30 is constituted by a patterned member whose thickness gradually decreases from the upper end to the lower end.

すなわち、この楔状打込みピース30は、固定受ピース
10と対向する面を斜面すると共に、該斜面の長手方向
中央を中高に湾曲させて円弧状凸面部31を設ける。ま
た反対側はこれを平滑な平面部32となし、更に又この
打込みピースの上部には取手部33を一体に延設してこ
れに手孔34を形成する。なお、この取手部の下部及び
打込みピースの斜面部には複数個の俵取り工具の挿込孔
35を形成する。
That is, this wedge-shaped driving piece 30 has a surface facing the fixed receiving piece 10 that is sloped, and the longitudinal center of the slope is curved to a middle height to form an arc-shaped convex surface portion 31 . The opposite side has a smooth flat surface 32, and a handle 33 is integrally extended from the top of the driving piece to form a hand hole 34 therein. Incidentally, a plurality of insertion holes 35 for bale removal tools are formed in the lower part of the handle part and the slope part of the driving piece.

本発明の衷込めピースは以上のように構成された固定受
ピース10と打込みピース30の2部材からなるもので
あって、山留め工事の裏込め施工時に、上記両ピースを
以下説明するように組合ゼて使用する。づなわら、山留
め工事において土留め壁1と復起し2間の裏込め位置に
本発明における固定受ピース10を、その上部に設けた
吊ドげ支持材、すなわち吊下げボルト16とサポート1
8を介して復起し2の上に第7図または第8図に示すよ
うに引っ掛けて落下しないように保持する。この場合、
復起しとして用いるH型鋼は山留め構面の荷重に応じて
サイズの異なるH型鋼を使い分けているから、サイズ変
更枚にH型鋼のフランジ長さも異なる。
The backfilling piece of the present invention is composed of two members, the fixed receiving piece 10 and the driving piece 30, which are configured as described above, and when backfilling work is performed during mountain retaining work, the above-mentioned two pieces are assembled as described below. use it. In addition, in mountain retaining work, the fixed receiving piece 10 of the present invention is placed at the backfilling position between the earth retaining wall 1 and the restoration wall 2, and the hanging support member, that is, the hanging bolt 16 and the support 1 provided on the top thereof, is used.
8, and is hooked onto 2 as shown in FIG. 7 or 8 to hold it so that it does not fall. in this case,
Since different sizes of H-shaped steels are used for restoring depending on the load of the retaining structure, the flange lengths of the H-shaped steels are also different for the resized pieces.

そこで[1型鋼のフランジ長さが大きいとぎは、吊下げ
ボルト16の下部端片17の支承位置を、耳部下面の段
部13aから13bに変更することにより、その高さを
調整して、吊下げサポート18と対向板11の頂面との
距離を調節する。そして、第7図のように復起し2のフ
ランジ面と固定受ピース10の裏面とが密接するように
なし、場合によっては適宜枚数の裏込めライナー40を
固定受ピース10の裏面に重ね合せるようにしだ後(第
10図参照)、固  ′足受ピース10の傾斜凹面部1
2に打込みピース30の円弧状凸面部31が嵌り込むよ
うに挿入する。その際、前記復起し2と土留め材1とに
おける水平方向対向面が平行でなく、傾斜している場合
(第9図参照)は、傾斜凹面部21に沿って打込みピー
ス30を第9図0のように水平方向に回転して一方に片
寄らせ、前記水平方向の角度ズレを吸収する。
Therefore, for a sharpener with a large flange length of type 1 steel, the height can be adjusted by changing the supporting position of the lower end piece 17 of the hanging bolt 16 from the step 13a on the lower surface of the ear to the step 13b. The distance between the hanging support 18 and the top surface of the opposing plate 11 is adjusted. Then, as shown in FIG. 7, the flange surface of the restoring member 2 is brought into close contact with the back surface of the fixed receiver piece 10, and depending on the situation, an appropriate number of backfill liners 40 are superimposed on the back surface of the fixed receiver piece 10. After this (see Fig. 10), the inclined concave portion 1 of the foot rest piece 10 is
2 so that the arcuate convex surface portion 31 of the driving piece 30 fits into it. At that time, if the horizontally opposing surfaces of the restoring member 2 and the earth retaining material 1 are not parallel but are inclined (see FIG. 9), the driving piece 30 is As shown in FIG. 0, it is rotated horizontally and shifted to one side to absorb the angular deviation in the horizontal direction.

また、前記傾斜の度合が大きいときは第9図(/Nのよ
うに、傾斜ライナー41を介挿して水平方向対向面間の
隙間をなくすように運用する。そして最後に打込みコツ
ター10を強く打込んで本発明の裏込めピースを土留め
材1と復起し2の間に圧入し、切梁の軸応力を減じない
ように固定するのである。
When the degree of inclination is large, an inclined liner 41 is inserted to eliminate the gap between the horizontally opposing surfaces, as shown in FIG. Then, the backfill piece of the present invention is press-fitted between the earth retaining material 1 and the backfill 2, and is fixed so as not to reduce the axial stress of the strut.

なお、本発明の実施に当って、土留め材と復起しの垂直
方向対向面の角度ズレは、通常これを調整する必要はな
い。その理由は、土留め材1の1ffi込精度は通常1
/100以内であり、掘削による土留め材の移動Rを考
慮しても、最悪な条件下でも傾斜率は1150以内であ
る。従って、復起しと土留め材の垂直方向対向面の隙間
幅のは、高さ200mm当り、最大でも4n+m程度の
微少な値である(第14図参照)。そしてまた土留め材
に付着する土砂の存在を考慮すれば、本裏込め具におけ
る打込みピース30を打込むだけで、該ピースの裏面は
土留め材に隙間なく密着するようになり、従って前述の
ように垂直方向における角度調整の必要はないのである
In carrying out the present invention, it is usually not necessary to adjust the angular deviation between the vertically opposing surfaces of the earth retaining material and the restoring material. The reason is that the accuracy including 1ffi of earth retaining material 1 is usually 1
Even if the movement R of the earth retaining material due to excavation is considered, the slope ratio is within 1150 even under the worst conditions. Therefore, the width of the gap between the vertically opposing surfaces of the upright and earth retaining material is a very small value of at most about 4n+m per 200mm of height (see Figure 14). Furthermore, considering the presence of earth and sand that adheres to the earth retaining material, by simply driving the driving piece 30 of this backfilling tool, the back side of the piece will come into close contact with the earth retaining material without any gaps, and therefore, as described above. As such, there is no need for vertical angle adjustment.

[発明の効果] 以上に詳述したように、本発明の裏込めピースは固定受
ピースと打込ピースの2部材の組合せからなり、打込み
ピースの片側を円弧状凸面部を有する斜面とし、該ピー
スが密接する固定受ピースの対向受面を前記円弧状凸面
が嵌り込む凹面部とすると共に、前記固定受ピースの上
部に土留め材上端に連係できる吊下げ支持部材を設けた
構成であるから、裏込め施工の際、現場で安全に取付作
業が行える。特にIIに際しては固定量ピース側を土留
め材に吊下げ支持材を介して引っ掛けておき、打込ピー
スを上から圧入するものであるから、多くの人手を借り
ずに簡単に復起し材のどの位置にもセットして裏込め作
業を行なうことかできる。
[Effects of the Invention] As detailed above, the backfilling piece of the present invention is composed of a combination of two members, a fixed receiving piece and a driving piece, and one side of the driving piece is an inclined surface having an arcuate convex surface. This is because the opposing receiving surface of the fixed receiving piece in which the pieces come into close contact is a concave part into which the arcuate convex surface fits, and a hanging support member that can be linked to the upper end of the earth retaining material is provided on the upper part of the fixed receiving piece. , installation work can be carried out safely on site during backfill construction. In particular, in case of II, the fixed amount piece side is hooked to the earth retaining material via a hanging support material, and the driving piece is press-fitted from above, so it is easy to restore the material without much labor. It can be set in any position to perform backfilling work.

また打込みピースは固定受ピースに対して回動可能に構
成され、しかもその回動範囲を大きくとることができる
から、土留め材と復起しのスキ間の広狭傾斜に合せて位
置合せを能率良く行なうことができる。さらに本発明は
全体として2ピースから構成され、しかも各ピースは単
純な構造の成形容易なアルミ鋳物等の成形品よりなるの
で、加工容易かつ繰り返しの使用に耐える耐久性もあり
、重Mも従来品の173以下なので、持ち運びがスムー
ズで土木建設工事に使用して有用なものである。
In addition, the driving piece is configured to be rotatable relative to the fixed receiving piece, and can be rotated over a wide range, making it possible to efficiently align the gap between the retaining material and the backing to suit wide and narrow slopes. can do well. Furthermore, the present invention is composed of two pieces as a whole, and each piece is made of a molded product such as aluminum casting that has a simple structure and is easy to mold, so it is easy to process and has durability that can withstand repeated use. Since the weight is less than 173 mm, it is easy to carry and useful for civil engineering and construction work.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明裏込めピースの分解斜視図、第2図は本
発明品を構成する固定受ピースの正面図、第3図は同上
平面図、第4図は同上側面図、第5図は打込みピースの
平面図、第6図は同上側面図、第7図は本発明品の組合
せ使用状態を示す縦断面図、第8図は同E平面図、第9
図は回動状態を示す要部説明図、第10図は固定受ピー
スの裏面に裏込めライナーを取付けた状態を示す斜視図
、第11図は裏込めライナーの斜視図、第12図は山留
架構を示した斜視図、第13図及び第14図は土留め材
と復起しとの建込み状態を示した説明図である。 1・・・土留め材、2・・・復起し、3・・・切梁、4
・・・火打ち材、5・・・裏込め材、10・・・固定受
ピース、11・・・対向板、12・・・傾斜凹面部、1
3a、13b・・・階段状段部、14・・・耳部、15
・・・ボルト用透孔、16・・・吊下げボルト、17・
・・下部端片、18・・・吊下げサポート、19・・・
透孔、20・・・抜止めナツト、21・・・緩衝ばね、
22・・・取手、23・・・連結環、30・・・打込み
ピース、31・・・円弧状凸面部、32・・・平面部、
33・・・取手部、34・・・手孔、35・・・工具挿
込孔、40・・・裏込めライナー。 出 願 人  丸藤シートパイル株式会社代  理  
人   芦  1) 直  衛第13図 第14図 手続補正書(自発) 昭和63年3月9日
Fig. 1 is an exploded perspective view of the backfilling piece of the present invention, Fig. 2 is a front view of the fixed receiving piece constituting the product of the present invention, Fig. 3 is a plan view of the same, Fig. 4 is a side view of the same, Fig. 5. 6 is a top view of the driving piece, FIG. 6 is a side view of the same, FIG.
Figure 10 is a perspective view showing the backfill liner attached to the back side of the fixed receiving piece, Figure 11 is a perspective view of the backfill liner, and Figure 12 is a perspective view of the backfill liner. A perspective view showing the retaining frame, and FIGS. 13 and 14 are explanatory diagrams showing the state in which the earth retaining material and the backing are installed. 1... earth retaining material, 2... restored, 3... strut, 4
... flint material, 5 ... backfilling material, 10 ... fixed receiving piece, 11 ... opposing plate, 12 ... inclined concave surface part, 1
3a, 13b... Stair step portion, 14... Ear portion, 15
... Bolt through hole, 16... Hanging bolt, 17.
...Lower end piece, 18... Hanging support, 19...
Through hole, 20... retaining nut, 21... buffer spring,
22... Handle, 23... Connecting ring, 30... Drive piece, 31... Arc-shaped convex surface part, 32... Plane part,
33... Handle portion, 34... Hand hole, 35... Tool insertion hole, 40... Backfill liner. Applicant: Marufuji Sheet Pile Co., Ltd. Agent
Person Ashi 1) Naoe Figure 13 Figure 14 Procedural Amendment (Voluntary) March 9, 1986

Claims (1)

【特許請求の範囲】 1 固定受ピースと楔状打込ピースの2部材の組合せか
らなる裏込めピースであつて、打込みピースの片側を円
弧状凸面部を有する斜面とし、該ピースが密接する固定
受ピースの対向受面を前記円弧状凸面部が嵌り込む凹面
部とすると共に、前記固定受ピースの上部に土留め材上
端に連係できる吊下げ支持部材を設けたことを特徴とす
る山留裏込めピース。 2 打込みピースの斜面の反対面は平坦面とされている
特許請求の範囲第1項記載の山留裏込めピース。 3 打込みピースは一端から他端に向って厚みを減少さ
せて形成した斜面部の中央を中高としている特許請求の
範囲第1項又は第2項記載の山留裏込めピース。 4 固定受ピースの対向受面は一端から他端に向つて傾
斜した傾斜凹面である特許請求の範囲第1項記載の山留
裏込めピース。 5 固定受ピースは両端に高低の段部をもつた高さ調整
用耳部を有し、該耳部を介して吊下げ支持部材が設けら
れている特許請求の範囲第1項又は第4項記載の山留裏
込めピース。 6 固定受ピース及び打込みピースの少なくとも一方は
、ダイカスト、アルミ鋳物又はプラスチック材料等の軽
1耐久材から形成されている特許請求の範囲1項記載の
山留裏込めピース。
[Scope of Claims] 1. A backfilling piece consisting of a combination of two members: a fixed receiving piece and a wedge-shaped driving piece, in which one side of the driving piece is an inclined surface having an arcuate convex surface, and the fixed receiving piece is in close contact with the fixed receiving piece. A mountain retaining backfill characterized in that the opposing receiving surface of the piece is a concave part into which the arc-shaped convex part fits, and a hanging support member that can be connected to the upper end of the earth retaining material is provided on the upper part of the fixed receiving piece. piece. 2. The backfilling piece according to claim 1, wherein the surface opposite to the slope of the driving piece is a flat surface. 3. The backfilling piece according to claim 1 or 2, wherein the driving piece has a slope portion formed by decreasing the thickness from one end to the other end, and having a middle height at the center. 4. The backfilling piece according to claim 1, wherein the opposing receiving surface of the fixed receiving piece is an inclined concave surface that is inclined from one end to the other end. 5. Claims 1 or 4, wherein the fixed receiving piece has a height adjusting ear portion with a stepped portion at both ends, and a hanging support member is provided through the ear portion. Yamadome backfill piece as described. 6. The mountain retaining backfilling piece according to claim 1, wherein at least one of the fixed receiving piece and the driving piece is formed from a lightweight durable material such as die casting, aluminum casting, or plastic material.
JP29258286A 1986-12-10 1986-12-10 Back-filling piece for sheathing Granted JPS63147014A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29258286A JPS63147014A (en) 1986-12-10 1986-12-10 Back-filling piece for sheathing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29258286A JPS63147014A (en) 1986-12-10 1986-12-10 Back-filling piece for sheathing

Publications (2)

Publication Number Publication Date
JPS63147014A true JPS63147014A (en) 1988-06-20
JPH0530937B2 JPH0530937B2 (en) 1993-05-11

Family

ID=17783639

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29258286A Granted JPS63147014A (en) 1986-12-10 1986-12-10 Back-filling piece for sheathing

Country Status (1)

Country Link
JP (1) JPS63147014A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06185057A (en) * 1991-06-24 1994-07-05 Nobuo Oi Back-filling adjusting body for framing civil engineering and construction landslide-protection wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06185057A (en) * 1991-06-24 1994-07-05 Nobuo Oi Back-filling adjusting body for framing civil engineering and construction landslide-protection wall
JPH0757950B2 (en) * 1991-06-24 1995-06-21 大井 信男 Civil Engineering Mountain Stop Structure

Also Published As

Publication number Publication date
JPH0530937B2 (en) 1993-05-11

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