JPH0311331B2 - - Google Patents

Info

Publication number
JPH0311331B2
JPH0311331B2 JP59254154A JP25415484A JPH0311331B2 JP H0311331 B2 JPH0311331 B2 JP H0311331B2 JP 59254154 A JP59254154 A JP 59254154A JP 25415484 A JP25415484 A JP 25415484A JP H0311331 B2 JPH0311331 B2 JP H0311331B2
Authority
JP
Japan
Prior art keywords
wall piece
wall
mounting member
back surface
retaining wall
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
JP59254154A
Other languages
Japanese (ja)
Other versions
JPS61134436A (en
Inventor
Fumio Umebayashi
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.)
OKASAN KOGYO KK
Original Assignee
OKASAN KOGYO 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 OKASAN KOGYO KK filed Critical OKASAN KOGYO KK
Priority to JP25415484A priority Critical patent/JPS61134436A/en
Publication of JPS61134436A publication Critical patent/JPS61134436A/en
Publication of JPH0311331B2 publication Critical patent/JPH0311331B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233Retaining or protecting walls comprising retention means in the backfill the retention means being anchors

Description

【発明の詳細な説明】 [産業上の利用分野] この発明は擁壁構造に係り、特に擁壁を堅固に
構築して盛土施工による道路や鉄道等の基礎部分
や壁面の崩壊防止を果すとともに、各部材の取扱
いを容易に果し得る擁壁構造に関する。
[Detailed Description of the Invention] [Industrial Application Field] This invention relates to retaining wall structures, and in particular to solidly constructing retaining walls to prevent collapse of foundations and walls of roads, railways, etc. due to embankment construction. , relates to a retaining wall structure in which each member can be easily handled.

[従来の技術] 擁壁は、道路土工で盛土、切土等の土工に際
し、用地、地形等の条件により、土面に露出した
ままの斜面では安定を保てない箇所に構築された
り、あるいは河川、湖沼等に接し、道路や鉄道を
造る場合に斜面の保護や根固めを兼ねて構築され
る構造物である。
[Conventional technology] Retaining walls are constructed in places where the slope exposed to the soil surface cannot maintain stability due to site, topographical, etc. conditions during road earthworks such as embankment and cutting. A structure adjacent to a river, lake, etc., that is built to protect slopes and secure roots when building roads or railways.

[発明が解決しようとする問題点] ところで、上述した擁壁において、擁壁用の壁
片の背面には、取付部材を介して擁壁崩壊防止用
の抗張材を設けているものがある。しかし、この
取付部材と抗張材とを直接固定してしまうので、
盛土の圧縮や基礎地盤の変位により、取付部材と
抗張材との接続部位に応力集中が生じて損傷・破
断する弊害がある。
[Problems to be Solved by the Invention] By the way, in some of the retaining walls described above, a tensile material for preventing the retaining wall from collapsing is provided on the back side of the wall piece for the retaining wall via an attachment member. . However, since this mounting member and tensile material are directly fixed,
Due to compression of the embankment and displacement of the foundation ground, stress concentration occurs at the connection site between the mounting member and the tensile material, resulting in damage or breakage.

また、盛土を施す際に、抗張材は弛みを生じる
場合があり、そのまま盛土を施すと、夫々の壁片
を均等に引張ることができず、そのため擁壁面に
バラツキが生じたり、あるいは特定の抗張材に力
が集中してその抗張材が破断し、擁壁全体の強度
が低下する不都合がある。
In addition, when applying embankment, tensile material may loosen, and if embankment is applied as it is, each wall piece will not be able to be tensioned evenly, resulting in variations in the retaining wall surface or There is an inconvenience that force is concentrated on the tensile material and the tensile material breaks, reducing the strength of the entire retaining wall.

更に、抗張材として、帯鋼を使用し、この帯鋼
を盛土の自重で支持させて擁壁崩壊防止を果して
いるものがある。しかし、この帯鋼は、盛土材料
が砂質土や粘性等の軟弱土の場合に、盛土と抗張
材との摩擦係数が小となり、滑りが生ずる弊害が
ある。このため、擁壁の強度が低下し、崩壊する
不都合がある。
Furthermore, some retaining walls are prevented from collapsing by using a steel band as a tensile material and supporting this steel band by the weight of the embankment. However, this steel strip has the disadvantage that when the embankment material is soft soil such as sandy soil or viscous soil, the coefficient of friction between the embankment and the tensile material becomes small, causing slippage. For this reason, the strength of the retaining wall decreases, causing the inconvenience that it may collapse.

更にまた、壁片背面に取付けられる取付部材が
壁片の製造時に壁片と一体に固設されたり、ある
いは、取付部材を取着するための突出部位を壁片
に予め形成するものにおいては、各部材の製造が
困難で、また壁片が嵩張つてその取扱いが面倒に
なり、搬送や組付けが困難になるという不都合が
ある。
Furthermore, in cases where the mounting member to be attached to the back surface of the wall piece is fixed integrally with the wall piece during manufacture of the wall piece, or where a protruding portion for attaching the mounting member is pre-formed on the wall piece, There are disadvantages in that each member is difficult to manufacture, the wall pieces are bulky and difficult to handle, and transportation and assembly are difficult.

[発明の目的] そこでこの発明の目的は、上述の不都合を除去
すべく、取付部材を下側壁片の背面及び上側壁面
の背面に接する平面部と壁片から離間すべく突出
して平面部に連設する側面部とにより構成し、取
付部材を壁片背面に取着する支持ボルトを挿通さ
せた際に取付部材が上下方向に移動可能となるべ
く平面部の上端側及び下端側には上下方向に指向
して所定長さの長孔を形成し、側面部には上下方
向に回動自在に回動部材の一端側を取付ボルトに
よつて設け、回動部材の他端側をターンバツクル
の一方に螺着して設けるとともにターンバツクル
の他方には抗張材の一端を螺着して設け、抗張材
の他端には擁壁崩壊防止用のアンカプレートをナ
ツトによつて保持させて設けることにより、盛土
の圧縮や基礎地盤の変位により各部材の接続部位
や取付部材に取着する抗張材等の各部材が損傷・
破断するのを防止するとともに、抗張材の弛みを
ターンバツクルにより容易に補償し、また、擁壁
を抗張材と抗張材に固着するアンカプレートによ
り堅固に支持させて擁壁の強度を向上し、しかも
各部材の製造が容易となり、また各部材の取扱い
を容易にさせて搬送や組付けを簡便に果し得る擁
壁構造を実現するにある。
[Object of the Invention] Therefore, in order to eliminate the above-mentioned inconvenience, an object of the present invention is to provide a mounting member that protrudes and is connected to the flat portion so as to be separated from the flat portion that contacts the back surface of the lower wall piece and the back surface of the upper wall surface. The upper and lower ends of the flat part are provided with vertically extending parts so that the mounting member can move vertically when the supporting bolts for attaching the mounting member to the back of the wall piece are inserted. A long hole of a predetermined length is formed in the direction, one end of the rotating member is provided with a mounting bolt on the side surface so that it can freely rotate in the vertical direction, and the other end of the rotating member is attached to one side of the turnbuckle. At the same time, one end of the tensile material is screwed onto the other end of the turnbuckle, and an anchor plate for preventing the retaining wall from collapsing is provided on the other end of the tensile material, held by a nut. , the connection parts of each member and the tensile materials attached to the mounting members may be damaged or damaged due to the compression of the embankment or the displacement of the foundation ground.
In addition to preventing breakage, the slack in the tensile material is easily compensated for by turnbuckles, and the retaining wall is firmly supported by the tensile material and anchor plates that are fixed to the tensile material, improving the strength of the retaining wall. Moreover, it is an object of the present invention to realize a retaining wall structure in which each member can be manufactured easily, each member can be easily handled, and the retaining wall structure can be easily transported and assembled.

[発明の構成] この目的を達成するためにこの発明は、上下方
向に積層された下側壁片の背面上端と上側壁片の
背面下端とを連結する取付部材を設け、この取付
部材を前記下側壁片の背面及び前記上側壁面の背
面に接する平面部と前記壁片から離間すべく突出
して前記平面部に連設する側面部とにより構成
し、前記取付部材を前記壁片背面に取着する支持
ボルトを挿通させた際に前記取付部材が上下方向
に移動可能となるべく前記平面部の上端側及び下
端側には上下方向に指向して所定長さの長孔を形
成し、前記側面部には上下方向に回動自在に回動
部材の一端側を取付ボルトによつて設け、この回
動部材の他端側をターンバツクルの一方に螺着し
て設けるとともにこのターンバツクルの他方には
抗張材の一端を螺着して設け、この抗張材の他端
には擁壁崩壊防止用のアンカプレートをナツトに
よつて保持させて設けたことを特徴とする。
[Structure of the Invention] In order to achieve this object, the present invention provides a mounting member that connects the upper end of the back surface of the lower wall piece stacked in the vertical direction and the lower end of the back surface of the upper wall piece, and connects the mounting member to the lower wall piece. It is constituted by a flat part in contact with the back surface of the side wall piece and the back surface of the upper wall surface, and a side surface part that protrudes away from the wall piece and is connected to the flat part, and the mounting member is attached to the back surface of the wall piece. Elongated holes of a predetermined length are formed in the upper and lower ends of the planar part and are oriented in the vertical direction so that the mounting member can move in the vertical direction when the support bolt is inserted. One end of the rotating member is provided with a mounting bolt so that it can freely rotate in the vertical direction, and the other end of this rotating member is screwed onto one of the turnbuckles, and the other end of the turnbuckle is provided with a tensile material. One end of the tensile member is screwed, and the other end of the tensile member is provided with an anchor plate held by a nut to prevent the retaining wall from collapsing.

[作用] この発明の構成によれば、上下方向に積層され
た下側壁片の背面上端と上側壁片の背面下端とに
取付部材の平面部を接し、平面部の夫々長孔に支
持ボルトを挿通して取付部材を壁片背面に取付
け、次に、取付部材の側面部には回動部材の一端
側を取付ボルトで回動可能に取付け、回動部材の
他端側にはターンバツクルの一方を螺着し、次い
で、ターンバツクルの他方には抗張材の一端を螺
着し、そして、抗張材の他端にはアンカプレート
をナツトによつて保持させて固着する。従つて、
盛土を施した際に、取付部材が上下方向に移動可
能で且つ抗張材が回動部材を介して上下方向に回
動するので、各部材の接続部位で応力集中の発生
を回避させ、各部材や各部材の接続部位の損傷・
破断を防止し、耐圧・耐震を向上させることがで
きる。また、各部材は取付け・取外しの容易なボ
ルト等の部品やねじによつて組付けられるので、
各部材を独立に製造させて各部材の製造を容易に
するとともに、搬送時に同一部材をコンパクトに
まとめて簡便に搬送したり、あるいは、組付け時
に各部材の組付作業を簡便に行わせることができ
る。
[Function] According to the configuration of the present invention, the flat part of the mounting member is in contact with the upper end of the back surface of the lower wall piece and the lower end of the back face of the upper wall piece stacked in the vertical direction, and the support bolts are inserted into the respective long holes of the flat part. Attach the mounting member to the back of the wall piece by inserting it, then attach one end of the rotating member to the side of the mounting member so that it can rotate with a mounting bolt, and attach one end of the turnbuckle to the other end of the rotating member. Then, one end of the tensile material is screwed to the other end of the turnbuckle, and an anchor plate is held and fixed to the other end of the tensile material by a nut. Therefore,
When embankment is applied, the mounting member can move vertically and the tensile material rotates vertically via the rotating member, so stress concentration can be avoided at the connection parts of each member, and each Damage to parts or connection parts of each part.
It can prevent breakage and improve pressure and earthquake resistance. In addition, each member is assembled using parts such as bolts and screws that are easy to install and remove.
To facilitate the manufacture of each member by independently manufacturing each member, and to easily transport the same members in a compact manner during transportation, or to easily perform the assembly work of each member during assembly. Can be done.

[実施例] 以下図面に基づいてこの発明の実施例を詳細且
つ具体的に説明する。
[Examples] Examples of the present invention will be described below in detail and specifically based on the drawings.

第1〜9図は、この発明の実施例を示すもので
ある。図において、2は擁壁である。この擁壁2
は複数の壁片4が集合して構成される。第1図に
示す如く、先ず、地盤6に基礎材8が埋設され、
この基礎材8上部には基礎コンクリート10が設
けられている。
1 to 9 show embodiments of this invention. In the figure, 2 is a retaining wall. This retaining wall 2
is composed of a plurality of wall pieces 4 gathered together. As shown in FIG. 1, first, foundation material 8 is buried in the ground 6,
A foundation concrete 10 is provided on top of this foundation material 8.

この基礎コクリート10は、擁壁2の基層部の
壁片4−1を保持している。この壁片4−1の上
端面には、段差部12−1が形成され、この段差
部12−1には目地材14を介して上下方向に積
層される他の壁片4−2端面に形成した段差部1
2−2が係止されている。目地材14は、壁片4
−1と壁片4−2との膨縮を許容するものであ
る。
This foundation cocrete 10 holds the wall piece 4-1 of the base layer portion of the retaining wall 2. A stepped portion 12-1 is formed on the upper end surface of this wall piece 4-1, and the end surface of another wall piece 4-2 laminated in the vertical direction is formed on this stepped portion 12-1 via a joint material 14. Formed stepped portion 1
2-2 is locked. The joint material 14 is the wall piece 4
-1 and wall piece 4-2 are allowed to expand and contract.

下側の壁片4−1の背面上端と壁片4−2の背
面下端は、取付部材16により連結される。この
取付部材16は、壁片4−1の背面及び壁片4−
2の背面に接する平面部18と壁片4から離間す
べく突出して平面部18に連設する側面部20と
からなり、断面L字状に構成されている。
The upper end of the back surface of the lower wall piece 4-1 and the lower end of the back surface of the wall piece 4-2 are connected by a mounting member 16. This mounting member 16 is attached to the back surface of the wall piece 4-1 and the wall piece 4-1.
2, and a side surface 20 that protrudes away from the wall piece 4 and is connected to the flat surface 18, and has an L-shaped cross section.

平面部18の上端側及び下端側には、上下方向
に指向して所定長さの長孔22,22が形成され
ている。
Elongated holes 22, 22 having a predetermined length are formed in the upper and lower ends of the flat portion 18, oriented in the vertical direction.

壁片4−1,4−2の夫々背面に取付部材16
を装着する際には、取付部材16の長手方向を上
下方向とし、長孔22,22に取着手段たる支持
ボルト24,24を挿通して装着すると、取付部
材16は、長孔22の長さL範囲において上下方
向に移動可能となる構成である。前記支持ボルト
24,24は、周知の如く、壁片4−1,4−2
に埋設したナツト等に螺着され、壁片4−1,4
−2に固定されるものである。
Attachment members 16 are attached to the back of each of the wall pieces 4-1 and 4-2.
When mounting, the longitudinal direction of the mounting member 16 is the vertical direction, and when the support bolts 24, 24, which are the mounting means, are inserted into the elongated holes 22, 22 and mounted, the mounting member 16 is aligned with the length of the elongated hole 22. It is configured to be movable in the vertical direction within the L range. As is well known, the support bolts 24, 24 are attached to the wall pieces 4-1, 4-2.
It is screwed onto nuts etc. buried in the wall pieces 4-1 and 4.
-2.

また、取付部材16の側面部20には、回動部
材26の一端側が上下方向である垂直面内におい
て回動自在に取付ボルト28を介して設けられ
る。つまり、回動部材26は、支持部30と連結
部32とからなる。支持部30は、一端側が取付
ボルト28によつて側面部20に枢着されている
とともに他端側が連結部32の一端に溶接等で固
着されている。
Further, one end side of the rotating member 26 is provided on the side surface portion 20 of the mounting member 16 via a mounting bolt 28 so as to be rotatable within a vertical plane in the vertical direction. In other words, the rotating member 26 includes a support portion 30 and a connecting portion 32. The support portion 30 has one end pivotally attached to the side surface portion 20 by a mounting bolt 28, and the other end fixed to one end of the connecting portion 32 by welding or the like.

前記連結部32の他端には、ねじ部34が形成
されている。この連結部32のねじ部34は、タ
ーンバツクル36の一方のねじ孔38−1に螺着
される。このターンバツクル36の他方のねじ孔
38−2には、抗張材40の一端が螺着されてい
る。
A threaded portion 34 is formed at the other end of the connecting portion 32 . The threaded portion 34 of this connecting portion 32 is screwed into one threaded hole 38-1 of the turnbuckle 36. One end of a tensile material 40 is screwed into the other screw hole 38-2 of the turnbuckle 36.

この孔張材40の他端には、擁壁崩壊防止用の
支持手段であるアンカプレート42がナツト4
6,46によつて固着されている。つまり、第
8,9図に示す如く、アンカプレート42は、方
形に形成され、中央部位に抗張材40を挿通する
孔部44が形成されている。
An anchor plate 42, which is a support means for preventing the retaining wall from collapsing, is attached to the other end of the hole material 40, and is attached to the nut 4.
6,46. That is, as shown in FIGS. 8 and 9, the anchor plate 42 is formed in a rectangular shape, and a hole 44 through which the tensile material 40 is inserted is formed in the center portion.

孔張材40他端のねじ部位には、アンカプレー
ト42の孔部44を挿通してナツト46−1,4
6−2で挟持し、アンカプレート42を固着す
る。
The holes 44 of the anchor plate 42 are inserted into the threaded portions of the other end of the hole tensioning material 40, and nuts 46-1, 4 are inserted.
6-2 to fix the anchor plate 42.

また、擁壁2の上下方向において、下側の抗張
材40と上側の抗張材40間には、盛土の安定度
を増大させるために、盛土の保持手段が介設され
る。即ち、傾斜地盤48にアースアンカ50を埋
設し、このアースアンカ50には抗張材52の一
端を固着させ、この抗張材52の他端を擁壁2近
傍まで延設させる。そして、この抗張材52に
は、所定間隔毎に複数のアンカプレート54を固
着する。これにより、盛土56の破壊をより効果
的に防止させるものである。
Further, in the vertical direction of the retaining wall 2, an embankment holding means is interposed between the lower tensile material 40 and the upper tensile material 40 in order to increase the stability of the embankment. That is, an earth anchor 50 is buried in the sloped ground 48, one end of a tensile material 52 is fixed to the earth anchor 50, and the other end of the tensile material 52 is extended to the vicinity of the retaining wall 2. A plurality of anchor plates 54 are fixed to this tensile material 52 at predetermined intervals. Thereby, destruction of the embankment 56 is more effectively prevented.

次に、この実施例の作用を説明する。 Next, the operation of this embodiment will be explained.

上下方向に積層された下側の壁片4−1の背面
上端と上側の壁片4−2の背面下端とに取付部材
16の平面部18を接し、夫々長孔22,22に
支持ボルト24,24を挿通して取付部材16を
壁片4−1,4−2の夫々背面に取付け、次に、
取付部材16の側面部20には回動部材26の支
持部30を取付ボルト28で回動可能に取付け、
回動部材26の連結部32のねじ部34にはター
ンバツクル36の一方を螺着し、次いで、ターン
バツクル36の他方には抗張材40の一端を螺着
し、そして、抗張材40の他端にはアンカプレー
ト42をナツトで46−1,46−2で挟持させ
て固着する。
The flat portion 18 of the mounting member 16 is in contact with the upper end of the back surface of the lower wall piece 4-1 and the lower end of the back surface of the upper wall piece 4-2 stacked in the vertical direction, and support bolts 24 are inserted into the long holes 22, 22, respectively. , 24 and attach the mounting members 16 to the back surfaces of the wall pieces 4-1 and 4-2, respectively, and then,
The support part 30 of the rotating member 26 is rotatably attached to the side surface 20 of the mounting member 16 with a mounting bolt 28,
One of the turnbuckles 36 is screwed onto the threaded portion 34 of the connecting portion 32 of the rotating member 26, one end of the tensile material 40 is screwed onto the other end of the turnbuckle 36, and the other end of the tensile material 40 is screwed onto the other end of the turnbuckle 36. An anchor plate 42 is fixed to the end by being held between 46-1 and 46-2 using nuts.

そして、基層部の作業時においては、ターンバ
ツクル36を仮止めし、抗張材40を張設してア
ンカプレート42の終端側に盛土56を施し、そ
の後転圧を行つてアンカプレート42を固定す
る。次に、まだ埋戻されていない壁片4背面側に
おいて、壁片の不均一をターンバツクル36によ
り調整を行う。終には、ターンバツクル36部分
を埋戻して転圧を行い、基層部の盛土作業を終了
する。
When working on the base layer, the turnbuckles 36 are temporarily fixed, tensile material 40 is stretched, and embankment 56 is applied to the end side of the anchor plate 42, and then rolling pressure is performed to fix the anchor plate 42. . Next, on the back side of the wall piece 4 which has not yet been backfilled, the unevenness of the wall piece is adjusted using the turnbuckle 36. Finally, the turnbuckle 36 portion is backfilled and compacted to complete the embankment work for the base layer.

以下、上記基層部同様に、第2層、第3層、…
…の盛土作業を行つて壁面を構成するとにより、
垂直擁壁2が構築される。
Hereinafter, similarly to the above base layer part, the second layer, the third layer,...
By constructing the wall surface by carrying out embankment work,
Vertical retaining wall 2 is constructed.

従つて、擁壁2の構築時、その作業を擁壁2の
背面側で行うことができるので、作業を容易に行
い得て、危険を伴うことがない。
Therefore, when constructing the retaining wall 2, the work can be done on the back side of the retaining wall 2, so the work can be done easily and without any danger.

また、擁壁2を垂直に構築することにより、盛
土量を減少させることができ、廉価である。
In addition, by constructing the retaining wall 2 vertically, the amount of embankment can be reduced and the cost is low.

更に擁壁面のバラツキをターンバツクル36に
より容易に補償することが可能となる。
Furthermore, variations in the retaining wall surface can be easily compensated for by the turnbuckles 36.

更にまた、取付部材16全材を上下方向に移動
可能、及び抗張材40を垂直面内において回動す
る回動部材26を介して取着することにより、各
部材の接続部位の応力集中を回避でき、取付部材
16や抗張材40の損傷・破断を防止し、耐圧・
耐震を向上させ、しかも、構成が簡単で保守・点
検が容易になる。
Furthermore, by making the entire mounting member 16 movable in the vertical direction and attaching the tensile material 40 via the rotating member 26 that rotates in a vertical plane, stress concentration at the connecting portion of each member can be reduced. This prevents damage and breakage of the mounting member 16 and tensile material 40, and improves pressure resistance and
It improves seismic resistance, and has a simple configuration, making maintenance and inspection easier.

また、アンカプレート42を上下方向に配置し
て盛土56を施すことにより、抗張材40に作用
する引張抵抗力を大にすることができる。
Further, by arranging the anchor plates 42 in the vertical direction and applying the embankment 56, the tensile resistance force acting on the tensile material 40 can be increased.

更に、第1図に示す如く、傾斜地盤48にアー
スアンカ50を埋設し、このアースアンカ50に
複数のアンカプレート54を有する抗張材52を
取着したので、地盤と擁壁2とを一体化すること
ができ、擁壁2の崩壊を更に効果的に防止し得
る。
Furthermore, as shown in FIG. 1, an earth anchor 50 is buried in the sloped ground 48, and a tensile member 52 having a plurality of anchor plates 54 is attached to the earth anchor 50, so that the ground and the retaining wall 2 are integrated. Therefore, the collapse of the retaining wall 2 can be more effectively prevented.

更にまた、取付部材16と回動部材26とター
ンバツクル36とアンカプレート42の各部材は
取付け・取外しの容易なボルト等の部品やねじに
よつて組付けられるので、各部品を独立に製造さ
せて各部材の製造を容易とし、また各部材の取扱
いを容易とし、搬送時に同一部材をコンパクトに
まとめて簡単に搬送したり、あるいは、組付け時
に各部材の組付作業を簡便に行わせることができ
る。
Furthermore, since the mounting member 16, the rotating member 26, the turnbuckle 36, and the anchor plate 42 are assembled using parts such as bolts or screws that are easy to install and remove, each part can be manufactured independently. It is possible to easily manufacture each part, to make it easier to handle each part, to easily transport the same parts in a compact manner during transport, or to easily perform the assembly work of each part during assembly. can.

なお、この発明は上述の実施例に限定されず、
種々応用改変が可能であることは勿論である。
Note that this invention is not limited to the above-mentioned embodiments,
Of course, various applications and modifications are possible.

例えば、傾斜地盤48に埋設されたアースアン
カ50に一端が取着されている抗張材52にも、
壁片4に取着した抗張材40と同様にターンバツ
クル36を介設することが可能である。
For example, a tensile material 52 whose one end is attached to an earth anchor 50 buried in the sloped ground 48
It is possible to provide turnbuckles 36 as well as tensile material 40 attached to wall piece 4.

[発明の効果] 以上詳細な説明から明らかなようにこの発明に
よれば、上下方向に積層された下側壁片の背面上
端と上側壁片の背面下端とを連結する取付部材を
設け、取付部材を下側壁片の背面及び上側壁面の
背面に接する平面部と壁片から離間すべく突出し
て平面部に連設する側面部とにより構成し、取付
部材を壁片背面に取着する支持ボルトを挿通させ
た際に取付部材が上下方向に移動可能となるべく
平面部の上端側及び下端側には上下方向に指向し
て所定長さの長孔を形成し、側面部には上下方向
に回動自在に回動部材の一端側を取付ボルトによ
つて設け、回動部材の他端側をターンバツクルの
一方に螺着して設けるとともにターンバツクルの
他方には抗張材の一端を螺着して設け、抗張材の
他端には擁壁崩壊防止用のアンカプレートをナツ
トによつて保持させて設けたことにより、各部材
の接続部位の応力集中を回避させて、耐圧・耐震
に優れ、取付部材や抗張材の損傷・破断を防止し
得る。
[Effects of the Invention] As is clear from the above detailed description, according to the present invention, a mounting member is provided that connects the upper back end of the lower wall piece stacked in the vertical direction and the lower back end of the upper wall piece, and the mounting member consists of a flat part in contact with the back of the lower wall piece and the back of the upper wall, and a side part that protrudes away from the wall piece and is connected to the flat part, and a support bolt for attaching the mounting member to the back of the wall piece. Elongated holes of a predetermined length are formed in the upper and lower ends of the flat part in order to allow the mounting member to move in the vertical direction when inserted, and the holes in the side part are vertically oriented and have a predetermined length. One end of the freely rotating member is provided with a mounting bolt, the other end of the rotating member is threaded onto one of the turnbuckles, and one end of the tensile material is threaded onto the other end of the turnbuckle. , An anchor plate is attached to the other end of the tensile material to prevent the retaining wall from collapsing, which is held by a nut to avoid stress concentration at the connecting parts of each member, and has excellent pressure and earthquake resistance, making it easy to install. Damage and breakage of components and tensile materials can be prevented.

また、構築作業時、擁壁面のバラツキをターン
バツクルにより容易に補償することができ、作業
能率を向上し得るし、特定の抗張材に力が集中す
ることを防止し得て、擁壁全体の強度を向上し得
る。
In addition, during construction work, variations in the retaining wall surface can be easily compensated for with turnbuckles, improving work efficiency, and preventing force from being concentrated on specific tensile members, making it possible to increase the overall strength of the retaining wall. Strength can be improved.

更に、抗張材の他端には、アンカプレートを設
けたことにより、特定の盛土材料を必要とせず、
擁壁背面に作用する土圧とアンカプレートとの引
張抵抗力との平衡を図り、擁壁の崩壊を防止し得
る。
Furthermore, by providing an anchor plate at the other end of the tensile material, no specific embankment material is required.
By balancing the earth pressure acting on the back of the retaining wall and the tensile resistance force of the anchor plate, it is possible to prevent the retaining wall from collapsing.

また、各部材は取付け・取外しの容易なボルト
等の部品やねじによつて組付けられるので、各部
材を独立に製造させて各部材の製造を容易とし、
また、各部材の取扱いを容易とし、搬送時に同一
部材をコンパクトにまとめて簡単に搬送したり、
あるいは、組付け時に各部材の組付作業を簡便に
果し得る。
In addition, since each member is assembled using parts such as bolts and screws that are easy to install and remove, each member can be manufactured independently, making it easier to manufacture each member.
It also makes it easier to handle each component, allowing the same components to be compacted and easily transported during transportation.
Alternatively, each member can be easily assembled during assembly.

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

第1〜9図はこの発明の実施例を示し、第1図
は擁壁の概略側面図、第2図は上側の壁片と下側
の壁片との接合状態を示す拡大側面図、第3図は
取付部材と回動部材との組付け状態を示す斜視
図、第4図は回動部材の側面図、第5図は第4図
における回動部材の底面図、第6図はターンバツ
クルの平面図、第7図は第6図におけるターンバ
ツクルの側面図、第8図はアンカプレートの正面
図、第9図はアンカプレートを抗張材にナツトで
固着した状態の側面図である。 図において、2は擁壁、4は壁片、16は取付
部材、18は平面部、20は側面部、22は長
孔、24は支持ボルト、26は回動部材、28は
取付ボルト、30は支持部、32は連結部、36
はターンバツクル、40は抗張材、そして42は
アンカプレートである。
1 to 9 show embodiments of the present invention, FIG. 1 is a schematic side view of a retaining wall, FIG. 2 is an enlarged side view showing the joined state of an upper wall piece and a lower wall piece, and FIG. Figure 3 is a perspective view showing the assembled state of the mounting member and rotating member, Figure 4 is a side view of the rotating member, Figure 5 is a bottom view of the rotating member in Figure 4, and Figure 6 is a turnbuckle. 7 is a side view of the turnbuckle in FIG. 6, FIG. 8 is a front view of the anchor plate, and FIG. 9 is a side view of the anchor plate fixed to the tensile member with nuts. In the figure, 2 is a retaining wall, 4 is a wall piece, 16 is a mounting member, 18 is a plane part, 20 is a side part, 22 is a long hole, 24 is a support bolt, 26 is a rotating member, 28 is a mounting bolt, 30 is a support part, 32 is a connecting part, 36
is a turnbuckle, 40 is a tensile member, and 42 is an anchor plate.

Claims (1)

【特許請求の範囲】[Claims] 1 上下方向に積層された下側壁片の背面上端と
上側壁片の背面下端とを連結する取付部材を設
け、この取付部材を前記下側壁片の背面及び前記
上側壁面の背面に接する平面部と前記壁片から離
間すべく突出して前記平面部に連設する側面部と
により構成し、前記取付部材を前記壁片背面に取
着する支持ボルトを挿通させた際に前記取付部材
が上下方向に移動可能となるべく前記平面部の上
端側及び下端側には上下方向に指向して所定長さ
の長孔を形成し、前記側面部には上下方向に回動
自在に回動部材の一端側を取付ボルトによつて設
け、この回動部材の他端側をターンバツクルの一
方に螺着して設けるとともにこのターンバツクル
の他方には抗張材の一端を螺着して設け、この抗
張材の他端には擁壁崩壊防止用のアンカプレート
をナツトによつて保持させて設けたことを特徴と
する擁壁構造。
1. A mounting member is provided that connects the upper end of the back surface of the lower wall piece stacked in the vertical direction and the lower end of the back surface of the upper wall piece, and this mounting member is connected to a flat part in contact with the back surface of the lower wall piece and the back surface of the upper wall surface. and a side surface part that protrudes away from the wall piece and is connected to the flat part, and when a support bolt for attaching the mounting member to the back surface of the wall piece is inserted, the mounting member is vertically moved. Elongated holes of a predetermined length are formed in the upper and lower ends of the plane part so as to be movable and are oriented in the vertical direction, and one end side of the rotating member is formed in the side part so as to be freely rotatable in the vertical direction. The other end of the rotating member is screwed onto one of the turnbuckles, and one end of the tensile material is screwed onto the other end of the turnbuckle. A retaining wall structure characterized in that an anchor plate for preventing collapse of the retaining wall is held at the end by a nut.
JP25415484A 1984-12-03 1984-12-03 Retaining wall structure Granted JPS61134436A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25415484A JPS61134436A (en) 1984-12-03 1984-12-03 Retaining wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25415484A JPS61134436A (en) 1984-12-03 1984-12-03 Retaining wall structure

Publications (2)

Publication Number Publication Date
JPS61134436A JPS61134436A (en) 1986-06-21
JPH0311331B2 true JPH0311331B2 (en) 1991-02-15

Family

ID=17260973

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25415484A Granted JPS61134436A (en) 1984-12-03 1984-12-03 Retaining wall structure

Country Status (1)

Country Link
JP (1) JPS61134436A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007291707A (en) * 2006-04-25 2007-11-08 Nishi Nippon Spc Kk Bank structure and method of constructing the same

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0788664B2 (en) * 1988-09-26 1995-09-27 強化土エンジニヤリング株式会社 Reinforcement material for reinforced soil
JPH02252818A (en) * 1989-03-28 1990-10-11 Aizetsuku:Kk Building of earth wall reinforced with l-shaped panel
US5251993A (en) * 1992-08-25 1993-10-12 Sigourney James W Connecting structure
JP4568891B2 (en) * 1999-10-19 2010-10-27 清水建設株式会社 Reinforced soil structure
FR2860811A1 (en) * 2003-10-13 2005-04-15 Freyssinet Int Stup REINFORCED GROUND WORK AND METHOD FOR ITS CONSTRUCTION
FR2896520A1 (en) * 2006-01-23 2007-07-27 Freyssinet Soc Par Actions Sim ERRIGE WORK IN FRONT OF A PRE-EXISTING WALL, COMPRISING A SIDING AND A FIXTURE BETWEEN THE WALL AND THE SIDING, AND A METHOD FOR CARRYING OUT SAME
JP4933821B2 (en) * 2006-04-19 2012-05-16 前田工繊株式会社 Reinforcing belt
FR2973401B1 (en) * 2011-03-30 2014-05-16 Terre Armee Int STRENGTH IN GROUND

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS508307A (en) * 1973-05-25 1975-01-28
JPS5862220A (en) * 1981-09-22 1983-04-13 アンリ・セ−・ビダル Installation of oceam wall and wall structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56110147U (en) * 1980-01-24 1981-08-26

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS508307A (en) * 1973-05-25 1975-01-28
JPS5862220A (en) * 1981-09-22 1983-04-13 アンリ・セ−・ビダル Installation of oceam wall and wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007291707A (en) * 2006-04-25 2007-11-08 Nishi Nippon Spc Kk Bank structure and method of constructing the same

Also Published As

Publication number Publication date
JPS61134436A (en) 1986-06-21

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