JPS6123077Y2 - - Google Patents
Info
- Publication number
- JPS6123077Y2 JPS6123077Y2 JP12715579U JP12715579U JPS6123077Y2 JP S6123077 Y2 JPS6123077 Y2 JP S6123077Y2 JP 12715579 U JP12715579 U JP 12715579U JP 12715579 U JP12715579 U JP 12715579U JP S6123077 Y2 JPS6123077 Y2 JP S6123077Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- anchor
- fastener
- support surface
- receiving member
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
本考案は、土留用あるいは地下壁用の壁に対し
て傾斜姿勢で貫通させた壁支持用アースアンカー
に装着する締付具受止め部材に関する。[Detailed Description of the Invention] The present invention relates to a fastener receiving member that is attached to a wall-supporting earth anchor that penetrates an earth retaining wall or an underground wall in an inclined position.
この種のものは、アンカーにナツト等の締付具
を確実に受止めさせるためのもので、従来一般
に、受止め部材に、締付具を受止めるべくアンカ
ーに直交あるいはほぼ直交させた支持面と、壁に
面接触させるための支持面とを備えさせているに
すぎない。ところが、締付具の締付けに伴い、受
止め部材を壁に対して摺動させる分力が生じ、そ
れに起因して、受止め部材が摺動変位し、受止め
部材を所定位置に位置させた状態での締付けが行
いにくく、又、締付後において、受止め部材が摺
動し、締付けに緩みを生じる問題があつた。 This type of device is used to ensure that the anchor receives a fastener such as a nut. Conventionally, the receiving member has a supporting surface that is perpendicular or almost perpendicular to the anchor to receive the fastener. and a support surface for surface contact with the wall. However, as the fasteners are tightened, a force is generated that causes the receiving member to slide against the wall, which causes the receiving member to slide and displace, causing the receiving member to be positioned at a predetermined position. There was a problem in that it was difficult to tighten the bolts under such conditions, and after tightening, the receiving member would slide, causing loosening of the bolts.
本考案は、上記の点に鑑み、壁に対して特別な
加工を施す事無く、壁に受止め部材の摺動阻止の
ための必要強度を保持させた状態で、受止め部材
を所定位置に位置させた状態での締付具による締
付けを確実に行えるようにすると共に、締付後の
緩み発生を確実に回避できるようにする事を目的
とする。 In view of the above points, the present invention allows the receiving member to be placed in a predetermined position while the wall maintains the necessary strength to prevent the receiving member from sliding without performing any special processing on the wall. It is an object of the present invention to enable reliable tightening with a fastener in a positioned state, and also to surely avoid loosening after tightening.
次に、本考案実施例を図面に基いて詳述する。 Next, embodiments of the present invention will be described in detail with reference to the drawings.
山の斜面等を切り開いて道路等をつくるに際
し、初削された縦壁部分1にコンクリート製等の
土留用の壁2を構築すると共に、土留用の壁2か
ら地中にわたつて鋼線や鋼より線あるいは鋼棒等
のアースアンカー3を傾斜姿勢で貫通固定し、土
留用の壁2の倒壊を防止するべく構成してある。 When constructing a road by cutting out a mountain slope, etc., an earth retaining wall 2 made of concrete or the like is constructed on the vertical wall portion 1 that is initially cut, and steel wires or An earth anchor 3 such as a steel stranded wire or a steel rod is penetrated and fixed in an inclined position to prevent the earth retaining wall 2 from collapsing.
前記アンカー3を取付けるに、壁2から地中斜
め方向に向けて15m〜30mの孔4を掘削し、壁2
の孔4に対応位置させて受止め部材5を取付け、
前記孔4内にアンカー3を挿入すると共にグラウ
トを加圧注入してアンカー3を地中に固定させ、
しかる後、アンカー3の端部に締付け具の一例と
してのナツト6を座金7を介して螺着し、受止め
部材5に対して締付ける事によりその引つ張り力
でもつて壁2を縦壁部分1に対して固定するべく
構成してある。 To install the anchor 3, a hole 4 of 15 m to 30 m is excavated diagonally underground from the wall 2.
Attach the receiving member 5 at a position corresponding to the hole 4,
Inserting the anchor 3 into the hole 4 and injecting grout under pressure to fix the anchor 3 in the ground,
After that, a nut 6, which is an example of a fastening tool, is screwed onto the end of the anchor 3 via a washer 7, and by tightening it against the receiving member 5, the tension force of the nut 6 is used to tighten the wall 2 into a vertical wall section. It is configured to be fixed relative to 1.
前記受止め部材5は、第2図に示すように、壁
2に面接触させる第1支持面F1と、前記ナツト
6を座金7を介して受止めさせるためにアンカー
3長手方向に対して直交あるいはほぼ直交する状
態で形成された第2支持面F2を備えると共に、
アンカー3を貫通するための孔8を穿設形成し、
かつ、前記第1支持面F1の孔8の下半側から、
前記孔8に連なる状態で樋状体9を一体的に穿設
して構成してある。 As shown in FIG. 2, the receiving member 5 has a first supporting surface F 1 that is in surface contact with the wall 2, and a first supporting surface F 1 that is disposed in the longitudinal direction of the anchor 3 in order to receive the nut 6 via a washer 7. A second support surface F 2 is formed to be orthogonal or substantially orthogonal, and
Drilling and forming a hole 8 for penetrating the anchor 3,
And from the lower half side of the hole 8 of the first support surface F1 ,
A gutter-like body 9 is integrally formed in a state continuous with the hole 8.
前記第1支持面F1には、第2図及び第4図に
示すように、前記締付具6の締付けに伴い、壁2
に沿つて移動する方向に比較的間隔をへだてると
共に、上述移動方向に直交する方向全長にわたら
せた状態で突起10……を一体的に並設してあ
り、壁2への接触状態で、壁面あるいは壁面の凹
部に喰い込ませて前記突起10……を係止させ、
締付具6の締付力に起因しての壁2に沿つての移
動を阻止すると共に、締付後において受止め部材
5が不測に移動し、締付具6の締付けに緩みを生
じるのを回避できるように構成してある。 As shown in FIGS. 2 and 4, a wall 2 is formed on the first support surface F1 as the fastener 6 is tightened.
The protrusions 10 are integrally arranged side by side with relatively separate intervals in the direction of movement along the direction of movement, and extend over the entire length in the direction orthogonal to the above-mentioned direction of movement, and are in contact with the wall 2. , the protrusion 10 is engaged by biting into a wall surface or a recess in the wall surface,
This prevents movement of the fastener 6 along the wall 2 due to the tightening force, and also prevents the receiving member 5 from moving unexpectedly after tightening, causing loosening of the fastener 6. It is designed to avoid this.
図中11は、受止め部材5の多数を運搬するに
際し、ワイヤーやロープ等を挿通するための係止
孔であり、そして図中12……は、補強用リブで
ある。 Reference numeral 11 in the figure is a locking hole through which a wire, rope, etc. is inserted when transporting a large number of receiving members 5, and reference numerals 12 in the figure are reinforcing ribs.
第5図は受止め部材5の変形例を示し、前記樋
状体9の両側上縁夫々に、第1支持面F1側程上
方に突出する膨出部13を一体連設し、樋状体9
の強度を大に構成したものである。 FIG. 5 shows a modification of the receiving member 5, in which a bulging portion 13 is integrally provided on each upper edge of both sides of the gutter-like body 9 and protrudes upward toward the first support surface F1 . body 9
It is constructed with a high strength.
尚、本考案としては、上述両実施例のような樋
状体9を備えないタイプのものでも良く、又、樋
状体9に代えて筒体を備えさせても良く、さら
に、前記突起10……としては、例えば、第6図
に示すように、壁2に沿つての移動方向に直交す
る方向において比較的長くしながらも間隔をへだ
てて設ける等、各種の構造変形が可能である。 Incidentally, the present invention may be of a type that does not have the gutter-shaped body 9 as in the two embodiments described above, or a cylindrical body may be provided instead of the gutter-shaped body 9. Furthermore, various structural modifications are possible for the protrusions 10, for example, as shown in Figure 6, in which the protrusions 10 are relatively long in the direction perpendicular to the direction of movement along the wall 2 but are spaced apart.
又、本考案は、上述のような土留用の壁に限ら
ず、ポンプ場であとか地下室構築に際しての地下
壁等に対しても適用でき、それらをして壁2と総
称する。 Furthermore, the present invention is applicable not only to the above-mentioned earth retaining wall, but also to underground walls at pump stations or when constructing basements, and these are collectively referred to as walls 2.
以上要するに、本考案は、昌記したアースアン
カー用締付具受止め部材は、前記壁2に面接触さ
せる第1支持面F1、前記アンカー3に取付けた
締付具6を受止めさせるために前記アンカー3に
直交あるいはほぼ直交する状態で形成した第2支
持面F2、及び、前記アンカー3を貫通させる孔
8を備えさせると共に、前記第1支持面F1に、
前記締付具6の締付力に起因しての前記壁2に沿
つての移動を阻止させるための突起10……を、
その移動方向に直交する方向に長く、且つ、前記
移動方向において間隔をもつて複数個並設してあ
る事を特徴とする。 In summary, in the present invention, the earth anchor fastener receiving member described by Masaru has a first support surface F 1 that is brought into surface contact with the wall 2, and a fastener 6 that is attached to the anchor 3. A second support surface F 2 formed perpendicularly or almost perpendicularly to the anchor 3 , and a hole 8 through which the anchor 3 passes, are provided, and the first support surface F 1 is provided with
A protrusion 10 for preventing movement along the wall 2 due to the tightening force of the fastener 6,
It is characterized by being long in the direction perpendicular to the direction of movement, and arranged in parallel at intervals in the direction of movement.
つまり、壁2に接触させる第1支持面F1に突
起10……を並設するから、壁2に本来的に生じ
ている凹凸部分を利用するかあるいは壁2内に喰
い込ませる等して壁2に前記突起10……を係止
させて第1支持面F1を係止させる事ができ、壁
2に対して受止め部材5を係止させるための孔を
穿設するといつた特別な加工を施す事無く、壁2
に沿つての移動を阻止し、締付具6を第2支持面
F2に対して所定位置に受止めさせた状態で確実
に締付ける事ができると共に、締付け後における
移動も無くせて締付具6の緩み発生を確実に回避
できるに至つた。 In other words, since the protrusions 10 are arranged side by side on the first support surface F1 that contacts the wall 2 , the projections 10... can be made by using the uneven parts that originally occur on the wall 2 or by digging them into the wall 2. The first support surface F1 can be locked by locking the protrusions 10 on the wall 2, and a hole for locking the receiving member 5 on the wall 2 is provided. Wall 2 without any special processing
, and the fastener 6 is moved along the second support surface.
It is possible to reliably tighten the F 2 in a state where it is received in a predetermined position, and also eliminates movement after tightening, making it possible to reliably avoid the occurrence of loosening of the fastener 6.
そして、殊に、突起10……をその移動方向に
直交する方向に長く、且つ、移動方向に間隔をも
つて並設するから、例えば、針状の小さな突起を
互いに近接して並設する場合には、隣り合う突起
間に微小な壁2側凸部が介在されるだけで強度が
小さく、締付具6の締付力が各針状の突起の先端
に集中しすぎ、これに起因して壁2側凸部が崩壊
し、十分な支持力を得られないといつた問題が生
じるものであるが、これらの問題をも回避し、壁
2に対し、受止め部材5の摺動を阻止するための
十分な支持強度を保持させる事ができ、締付具に
よる確実な締付け、並びに、締付後の緩み発生回
避をより確実に達成できるに至つた。 In particular, since the protrusions 10 are long in the direction perpendicular to the direction of movement and are arranged side by side at intervals in the direction of movement, for example, when small needle-like protrusions are arranged close to each other, In this case, the strength is small due to the presence of a small protrusion on the wall 2 between adjacent protrusions, and the tightening force of the fastener 6 is too concentrated at the tip of each needle-like protrusion. However, these problems can be avoided and the sliding of the receiving member 5 with respect to the wall 2 can be prevented. Sufficient support strength can be maintained to prevent this, and it has become possible to achieve reliable tightening using the fastener and more reliably avoid the occurrence of loosening after tightening.
図面は本考案に係るアースアンカー用締付具受
止め部材の実施例を示し、第1図は使用状態を示
す概略縦断面図、第2図は要部の拡大断面図、第
3図は受止め部材の正面図、第4図は第3図の背
面図、第5図は受止め部材の変形例を示す側面
図、第6図は、別実施例を示す受止め部材の背面
図である。
2……壁、3……アースアンカー、6……締付
具、8……貫通孔、10……突起、F1……第1
支持面、F2……第2支持面。
The drawings show an embodiment of the earth anchor fastener receiving member according to the present invention, in which Fig. 1 is a schematic vertical sectional view showing the state of use, Fig. 2 is an enlarged sectional view of the main part, and Fig. 3 is the receiving member. FIG. 4 is a front view of the stop member, FIG. 4 is a back view of FIG. 3, FIG. 5 is a side view showing a modified example of the catch member, and FIG. 6 is a rear view of the catch member showing another embodiment. . 2... Wall, 3... Earth anchor, 6... Fastener, 8... Through hole, 10... Projection, F 1 ... First
Support surface, F 2 ... second support surface.
Claims (1)
勢で貫通させた壁支持用アースアンカー3に装着
する締付具受止め部材であつて、前記壁2に面接
触させる第1支持面F1、前記アンカー3に取付
けた締付具6を受止めさせるために前記アンカー
3に直交あるいはほぼ直交する状態で形成した第
2支持面F2、及び、前記アンカー3を貫通させ
る孔4を備えさせると共に、前記第1支持面F1
に、前記締付具6の締付力に起因しての前記壁2
に沿つての移動を阻止させるための突起10……
を、その移動方向に直交する方向に長く、且つ、
前記移動方向において間隔をもつて複数個並設し
てあるアースアンカー用締付具受止め部材。 A fastener receiving member that is attached to a wall supporting earth anchor 3 that penetrates a wall 2 for earth retaining or an underground wall in an inclined position, and is a first support surface F 1 that is brought into surface contact with the wall 2. , a second support surface F 2 formed perpendicularly or almost perpendicularly to the anchor 3 in order to receive the fastener 6 attached to the anchor 3, and a hole 4 through which the anchor 3 passes. and the first support surface F 1
The wall 2 due to the tightening force of the fastener 6
Protrusion 10 for preventing movement along...
is long in the direction perpendicular to its movement direction, and
A plurality of earth anchor fastener receiving members are arranged in parallel at intervals in the moving direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12715579U JPS6123077Y2 (en) | 1979-09-14 | 1979-09-14 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12715579U JPS6123077Y2 (en) | 1979-09-14 | 1979-09-14 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5646648U JPS5646648U (en) | 1981-04-25 |
| JPS6123077Y2 true JPS6123077Y2 (en) | 1986-07-10 |
Family
ID=29359024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12715579U Expired JPS6123077Y2 (en) | 1979-09-14 | 1979-09-14 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6123077Y2 (en) |
-
1979
- 1979-09-14 JP JP12715579U patent/JPS6123077Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5646648U (en) | 1981-04-25 |
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