JPH0314965B2 - - Google Patents
Info
- Publication number
- JPH0314965B2 JPH0314965B2 JP59254155A JP25415584A JPH0314965B2 JP H0314965 B2 JPH0314965 B2 JP H0314965B2 JP 59254155 A JP59254155 A JP 59254155A JP 25415584 A JP25415584 A JP 25415584A JP H0314965 B2 JPH0314965 B2 JP H0314965B2
- Authority
- JP
- Japan
- Prior art keywords
- mounting bracket
- wall
- retaining wall
- wall material
- tensile
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
- E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
この発明は擁壁用取付金具に係り、特に地震や
地盤沈下等の地殻変動に対処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
擁壁用取付金具に関する。[Detailed Description of the Invention] [Industrial Application Field] This invention relates to retaining wall mounting brackets, and is particularly applicable to foundations and walls of roads and railways constructed by embankment construction in order to cope with crustal deformations such as earthquakes and ground subsidence. This invention relates to retaining wall mounting brackets that prevent walls from collapsing.
[従来の技術]
一般に、盛土施工に際し、盛土の補強および外
装のために擁壁が形成され、この擁壁には傾斜擁
壁や垂直擁壁がある。この例えば垂直擁壁の形成
に際してコンクリート製のブロツクや鋼板材、あ
るいは網状材を使用し、盛土圧に抗して前記垂直
擁壁を擁壁背面から抗張材からなる支持手段によ
り支持している。[Prior Art] Generally, when constructing an embankment, a retaining wall is formed to reinforce and exteriorize the embankment, and this retaining wall includes an inclined retaining wall and a vertical retaining wall. For example, when forming a vertical retaining wall, concrete blocks, steel plates, or net materials are used, and the vertical retaining wall is supported from the back side of the retaining wall by support means made of tensile material against the embankment pressure. .
これにより、起状の激しい道路や鉄道等の基礎
部分や壁面の整備に奇与している。 As a result, it is of great help in the maintenance of the foundations and walls of roads and railways, which have severe undulations.
[発明が解決しようとする問題点]
ところで、従来の擁壁構造において、地震や地
盤沈下等の地殻変動に対処するものには、擁壁用
壁面パネルを係止する支持部と、抗張材を擁壁に
接続する取付部とを一体的に形成した構造のもの
がある(特公昭53−14844号)。まだ該取付部には
抗張材を上下方向に移動せしめる連結装置が設け
てあり、地盤沈下時の上下方向への抗張材のスラ
イド移動によつて擁壁の崩壊を防止している。[Problems to be Solved by the Invention] By the way, in conventional retaining wall structures, in order to cope with crustal deformation such as earthquakes and ground subsidence, supporting parts for retaining wall panels and tensile materials are required. There is a structure in which the retaining wall is integrally formed with the mounting part that connects it to the retaining wall (Special Publication No. 14844/1983). The attachment part is still provided with a connecting device that moves the tensile material in the vertical direction, and prevents the retaining wall from collapsing due to the sliding movement of the tensile material in the vertical direction when the ground subsides.
しかし、従来の取付金具は支柱部と取付部とを
有することにより、大型化するとともに構造が複
雑で、コストが高く、しかも支柱部を有するので
使用箇所に制限があるという不都合がある。 However, since the conventional mounting bracket has a support portion and a mounting portion, it is large in size, has a complicated structure, and is expensive.Moreover, since it has a support portion, there are limitations in the locations where it can be used.
また、前記取付部の連結装置においては、地盤
沈下や地震等の地殻変動発生時に、水平方向と平
行な抗張材の引張方向に対して垂直方向たる上下
方向に抗張材を常にスライド移動させているの
で、連結装置や抗張材の損耗が著しく、使用命が
短いという不都合がある。 In addition, in the connection device of the attachment part, when ground subsidence or crustal movements such as earthquakes occur, the tensile material is constantly slid in the vertical direction, which is perpendicular to the tensile direction of the tensile material, which is parallel to the horizontal direction. Therefore, there is a disadvantage that the connecting device and the tensile material are subject to significant wear and tear, resulting in a short service life.
[発明の目的]
そこでこの発明の目的は、上述不都合を除去す
るために、取付金具に上下移動と回動手段とを設
けることにより、地震や地盤沈下等の地殻変動時
に上下移動と回動とによつて、効果的に対処し、
取付金具における摩擦部位の損耗を低減して使用
寿命を長くできるとともに擁壁の崩壊を防止し得
る擁壁用取付金具を実現するにある。[Object of the Invention] Therefore, in order to eliminate the above-mentioned inconvenience, the object of the present invention is to provide a mounting bracket with vertical movement and rotation means, thereby preventing vertical movement and rotation during crustal movements such as earthquakes and ground subsidence. to deal effectively with
It is an object of the present invention to provide a retaining wall mounting bracket that can reduce wear and tear on frictional parts of the mounting bracket, prolong its service life, and prevent the retaining wall from collapsing.
[問題点を解決するために手段]
この目的を達成するためにこの発明は、擁壁用
壁材の裏面に抗張材の一端を装着するとともに抗
張材の他端側を前記壁材を支持する支持手段に装
着して擁壁を形成する擁壁構造に用いる擁壁用取
付金具において、前記壁材と前記抗張材との間に
設けた平面部と側面部とからなる断面L字状の取
付金具の平面部にこの平面部の上下方向に指向す
べく長手方向を位置させた長孔を形成するととも
に長孔に支持ボルトを挿通して壁材の裏面に取付
金具を装着し上下移動可能に前記壁材に取付金具
を取付し且つ取付金具と支持ボルトとによつて壁
材と他の壁材とを係止する上下移動手段と、前記
取付金具の側面部に取付ボルトにより前記抗張材
の一端をこの一端を中心として回動可能に装着す
る回動手段とを設けたことを特徴とする。[Means for solving the problem] In order to achieve this object, the present invention attaches one end of the tensile material to the back surface of the retaining wall wall material, and attaches the other end of the tensile material to the wall material. In a retaining wall mounting bracket used for a retaining wall structure that is attached to a supporting means to be supported to form a retaining wall, an L-shaped cross section consisting of a plane part and a side part provided between the wall material and the tensile material. A long hole is formed in the flat part of the shaped mounting bracket so that the longitudinal direction is oriented in the vertical direction of this flat part, and a support bolt is inserted into the long hole to attach the mounting bracket to the back of the wall material. vertically moving means for movably attaching a mounting bracket to the wall material and locking the wall material to another wall material by means of the mounting bracket and a support bolt; The present invention is characterized in that it is provided with a rotation means for attaching one end of the tensile material so as to be rotatable about the one end.
[実施例]
以下図面に基づいてこの発明の実施例を詳細に
説明する。[Examples] Examples of the present invention will be described in detail below based on the drawings.
第1〜4図は、この発明の実施例を示すもので
ある。図において、2は擁壁であり、この擁壁2
は複数の壁材4が集合して構成されている。すな
わち、地盤6に基礎材8を埋設し、この基礎材8
上部には基礎コンクリート10を設ける。この基
礎コンクリート10は、擁壁2基層部の壁材4−
1と保持し、この壁材4−1の上端部には他の壁
材4−2の下端部を係止させる。 1 to 4 show embodiments of this invention. In the figure, 2 is a retaining wall, and this retaining wall 2
is composed of a plurality of wall materials 4 assembled together. That is, the foundation material 8 is buried in the ground 6, and this foundation material 8
A foundation concrete 10 is provided on the upper part. This foundation concrete 10 is a wall material 4-
1, and the lower end of another wall material 4-2 is locked to the upper end of this wall material 4-1.
前記壁材4−1の上端部と前記壁材4−2の下
端部とを取付金具12により連結し、この取付金
具12を、平面図14と側面部16とにより断面
L字状に形成する。そして、取付金具12に後述
する上下移動手段22と回動手段32とを設け
る。詳述すれば、前記平面部14には、長手方向
に長い壁材取付用長孔18,18を形成する。そ
して、壁材4の裏面に取付金具12を装着する際
に、取付金具12の長孔18の長手方向を、上下
方向と同一に位置させて長孔18,18に支持ボ
ルト20,20を挿通して装着する。これによ
り、取付金具12には、長孔18の長さL範囲に
おいて上下方向に移動可能な上下移動手段22を
構成する。また、前記取付金具12の側面部16
には、支持部24一端を取付ボルト30を介して
回動自在に設け、支持部24他端には索状の前記
連結部26の一端を固着して回動手段32を構成
する。更に、この連結部26の他端にねじ部34
を螺刻し、この連結部26のねじ部34を、ター
ンバツクル36を介して抗張材38の一端に螺着
する。この抗張材38の他端には、支持手段であ
るアンカプレート40を固着する。 The upper end of the wall material 4-1 and the lower end of the wall material 4-2 are connected by a mounting bracket 12, and the mounting bracket 12 is formed into an L-shaped cross section by the plan view 14 and the side surface 16. . The mounting bracket 12 is provided with a vertical movement means 22 and a rotation means 32, which will be described later. More specifically, long holes 18, 18 for attaching wall material, which are long in the longitudinal direction, are formed in the plane part 14. When attaching the mounting bracket 12 to the back surface of the wall material 4, the longitudinal direction of the long hole 18 of the mounting bracket 12 is positioned in the same direction as the vertical direction, and the support bolts 20, 20 are inserted into the long holes 18, 18. and attach it. Thereby, the mounting bracket 12 constitutes a vertical moving means 22 that is movable in the vertical direction within the length L range of the elongated hole 18. Also, the side surface 16 of the mounting bracket 12
In this case, one end of the support portion 24 is rotatably provided via a mounting bolt 30, and one end of the cable-shaped connecting portion 26 is fixed to the other end of the support portion 24 to constitute a rotation means 32. Furthermore, a threaded portion 34 is provided at the other end of this connecting portion 26.
The threaded portion 34 of the connecting portion 26 is screwed onto one end of the tensile material 38 via the turnbuckle 36. An anchor plate 40 serving as supporting means is fixed to the other end of the tensile material 38.
そして、壁材4−1の下端である基層部の作業
時においては、ターンバツクル36を仮止めし、
地盤6上に抗張材38を張設してアンカプレート
40の下端側に盛土42を施し、その後転圧を行
つてアンカプレート40を固定する。次に、まだ
埋戻されていない壁材4の背面側において、壁材
4の不均一を前記ターンバツクル36により調整
する。終には、このターンバツクル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 portion, which is the lower end of the wall material 4-1, the turnbuckle 36 is temporarily fixed.
Tensile material 38 is stretched on the ground 6, embankment 42 is applied to the lower end side of the anchor plate 40, and then rolling pressure is performed to fix the anchor plate 40. Next, on the back side of the wall material 4 that has not yet been backfilled, the unevenness of the wall material 4 is adjusted using the turnbuckles 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ことにより、
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 by performing embankment work,
Vertical retaining wall 2 is constructed.
地震や地盤沈下等の地殻変動に多々起こるもの
である。 This often occurs due to crustal movements such as earthquakes and ground subsidence.
この地殻変動が小なる変位量、例えば微震や弱
震の際には、取付金具12と回動部材28とを接
続する取付ボルト30の軸方向を中心として、壁
材4側あるいは回動部材28側を回動させ、擁壁
2の崩壊を防止する。そしてこのとき、前記取付
ボルト30の軸方向を水平面と平行に位置させる
とともに、回動部材28の連結部26の長手方向
と直交させたことにより、取付ボルト30や回動
部材28の支持部24には比較的小さな動摩擦が
生じ、摩擦部位の損耗を低減し、使用寿命を長く
できる。 When this crustal deformation causes a small amount of displacement, for example, a slight earthquake or a weak earthquake, the rotational movement of the wall material 4 side or the rotational member 28 side is centered around the axial direction of the mounting bolt 30 that connects the mounting bracket 12 and the rotational member 28. to prevent the retaining wall 2 from collapsing. At this time, the axial direction of the mounting bolt 30 is positioned parallel to the horizontal plane and perpendicular to the longitudinal direction of the connecting portion 26 of the rotating member 28, so that the mounting bolt 30 and the supporting portion 26 of the rotating member 28 Relatively small dynamic friction occurs, reducing wear and tear on the friction parts and extending the service life.
また、前記地殻変動が大なる変位量、例えば中
震や強震、あるいは烈震の際には、振動とともに
地盤沈下が多々生ずるものである。この振動は前
述取付ボルト30や回動部材28の回動動作によ
つて対処する。また、地盤沈下、例えば壁材4側
の基礎の地盤のみが沈下した際には、基礎材8や
基礎コンクリート10の沈下に伴つて壁材4が下
降する。このとき、壁材4裏面に装着した支持ボ
ルト20もまた同様に下降するものであり、この
支持ボルト20は取付金具12の長孔18の長さ
L内を下降する。これにより、取付金具12に応
力集中等の不都合が生ぜず、取付金具が破壊され
るのを防止し、地盤沈下による擁壁の崩壊を防止
でき、2次的災害をも防止できる。 Furthermore, when the crustal deformation causes a large amount of displacement, such as a moderate earthquake, strong earthquake, or severe earthquake, ground subsidence often occurs along with vibration. This vibration is dealt with by the rotational movement of the mounting bolt 30 and the rotational member 28 mentioned above. Further, when the ground subsides, for example, only the ground of the foundation on the side of the wall material 4 subsides, the wall material 4 descends as the foundation material 8 and the foundation concrete 10 subside. At this time, the support bolt 20 attached to the back surface of the wall material 4 also descends in the same way, and this support bolt 20 descends within the length L of the elongated hole 18 of the mounting bracket 12. This prevents problems such as stress concentration on the mounting bracket 12, prevents the mounting bracket from being destroyed, prevents the retaining wall from collapsing due to ground subsidence, and prevents secondary disasters.
更に、前記地盤沈下において、盛土側のみが沈
下した際には、上述とは逆に抗張材38とともに
取付金具12を下降させ、擁壁の崩壊を防止でき
る。 Furthermore, when only the embankment side sinks during the ground subsidence, the mounting fittings 12 are lowered together with the tensile members 38, contrary to the above, to prevent the retaining wall from collapsing.
また、前記取付金具によつて2個の壁材を上下
に連接することができ、連接具として機能させ得
る。 Moreover, the two wall materials can be connected vertically by the mounting fittings, and can function as a connecting tool.
なお、この発明は上述実施例に限定されるもの
ではなく、種々の応用改変が可能である。 Note that the present invention is not limited to the above-described embodiments, and various modifications can be made.
例えば、この発明の実施例においては、取付金
具を断面L字状に形成したが、取付金具の断面形
状をT字状やハツト状、あるいはその他の断面形
状とすることも可能である。 For example, in the embodiments of the present invention, the mounting bracket is formed to have an L-shaped cross section, but the mounting bracket may also have a T-shaped cross-section, a hat-shape, or any other cross-sectional shape.
また、この発明の実施例においては、上下移動
手段を取付金具の長孔と支持ボルトとにより構成
したが、壁材裏面に溝部を形成し、この溝部内を
移動すべく壁材に取付金具を取付する支持ボルト
を設け、前記溝部と支持ボルトとによつて上下移
動手段を構成することもできる。 In addition, in the embodiment of the present invention, the vertical movement means was constituted by the elongated hole of the mounting bracket and the support bolt, but a groove was formed on the back surface of the wall material, and the mounting bracket was attached to the wall material in order to move within this groove. It is also possible to provide a support bolt to be attached, and to configure a vertical movement means by the groove and the support bolt.
[発明の効果]
以上詳細に説明した如くこの発明によれば、取
付金具に上下移動手段と回動手段とを設ける構成
としたので、地震や地盤沈下等の地殻変動時にお
いて、前記移動手段と回動手段とを必要に応じて
効果的に動作させ得て、応力集中を回避できると
ともに、耐圧・耐震性に優れている。また、取付
金具の損耗を効果的に防止することができ、使用
寿命を長くして擁壁の崩壊を防止し得る。[Effects of the Invention] As explained in detail above, according to the present invention, the mounting bracket is provided with the vertical movement means and the rotation means, so that the movement means and the rotation means can be easily used in the event of crustal deformation such as an earthquake or ground subsidence. The rotating means can be operated effectively as needed, stress concentration can be avoided, and the device has excellent pressure resistance and earthquake resistance. In addition, wear and tear on the mounting fittings can be effectively prevented, the service life can be extended, and collapse of the retaining wall can be prevented.
第1〜4図はこの発明の実施例を示し、第1図
は擁壁の構築構造を示す概略図、第2図は取付金
具の斜視図、第3図は取付金具の回動手段を示す
側面図、第4図は取付金具の回動手段を示す平面
図である。
図において、2は擁壁、4は壁材、6は地盤、
8は基礎材、10は基礎コンクリート、12は取
付金具、14は平面部、16は側面部、18は長
孔、20は支持ボルト、22は上下移動手段、2
4は支持部、26は連結部、28は回動部材、3
0は取付ボルト、32は回動手段、34はねじ
部、36はターンバツクル、38は抗張材、40
はアンカプレート、42は盛土である。
Figures 1 to 4 show examples of the present invention, Figure 1 is a schematic diagram showing the construction structure of the retaining wall, Figure 2 is a perspective view of the mounting bracket, and Figure 3 shows the rotating means of the mounting bracket. The side view and FIG. 4 are plan views showing the rotating means of the mounting bracket. In the figure, 2 is a retaining wall, 4 is wall material, 6 is ground,
8 is a foundation material, 10 is a foundation concrete, 12 is a mounting bracket, 14 is a plane part, 16 is a side part, 18 is a long hole, 20 is a support bolt, 22 is a vertical movement means, 2
4 is a support part, 26 is a connecting part, 28 is a rotating member, 3
0 is a mounting bolt, 32 is a rotating means, 34 is a threaded portion, 36 is a turnbuckle, 38 is a tensile material, 40
is the anchor plate, and 42 is the embankment.
Claims (1)
とともに抗張材の他端側を前記壁材を支持する支
持手段に装置して擁壁を形成する擁壁構造に用い
る擁壁用取付金具において、前記壁材との前記抗
張材との間に設けた平面部と側面部とからなる断
面L字状の取付金具の平面部にこの平面部の上下
方向に指向すべく長手方向を位置させた長孔を形
成するとともに長孔に支持ボルトを挿通した壁材
の裏面に取付金具を装着し上下移動可能に前記壁
材に取付金具を取付し且つ取付金具を支持ボルト
とによつて壁材と他の壁材とを係止する上下移動
手段と、前記取付金具の側面部に取付ボルトによ
り前記抗張材の一端をこの一端を中心として回動
可能に装着する回動手段とを設けたことを特徴と
する擁壁用取付金具。1. A retaining wall used in a retaining wall structure in which one end of a tensile material is installed on the back side of a retaining wall wall material, and the other end of the tensile material is installed as a support means for supporting the wall material to form a retaining wall. In the mounting bracket, a plane part of the mounting bracket having an L-shaped cross section and consisting of a plane part and a side part provided between the wall material and the tensile material is provided with a longitudinal direction so as to be oriented in the vertical direction of the plane part. A mounting bracket is attached to the back side of a wall material in which a long hole is formed with a certain direction and a support bolt is inserted into the long hole, and the mounting bracket is attached to the wall material so as to be movable up and down, and the mounting bracket is connected to the support bolt. A vertical moving means for locking the wall material and another wall material, and a rotating means for attaching one end of the tensile material to the side surface of the mounting bracket so as to be rotatable about the one end by means of a mounting bolt. A retaining wall mounting bracket characterized by being provided with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25415584A JPS61134437A (en) | 1984-12-03 | 1984-12-03 | Mounting metal for retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25415584A JPS61134437A (en) | 1984-12-03 | 1984-12-03 | Mounting metal for retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61134437A JPS61134437A (en) | 1986-06-21 |
| JPH0314965B2 true JPH0314965B2 (en) | 1991-02-28 |
Family
ID=17260987
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25415584A Granted JPS61134437A (en) | 1984-12-03 | 1984-12-03 | Mounting metal for retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61134437A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63176525A (en) * | 1987-01-16 | 1988-07-20 | Kyokado Eng Co Ltd | Wall structure of reinforced soil structure |
| JP2607882B2 (en) * | 1987-05-27 | 1997-05-07 | 強化土エンジニヤリング 株式会社 | Wall structure of embankment structure |
| JP5843550B2 (en) * | 2011-09-29 | 2016-01-13 | 共生機構株式会社 | Reinforced soil retaining wall and its construction method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56110147U (en) * | 1980-01-24 | 1981-08-26 | ||
| US4440527A (en) * | 1981-09-22 | 1984-04-03 | Vidal Henri C | Marine structure |
-
1984
- 1984-12-03 JP JP25415584A patent/JPS61134437A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61134437A (en) | 1986-06-21 |
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| LAPS | Cancellation because of no payment of annual fees |