JPS6233777Y2 - - Google Patents
Info
- Publication number
- JPS6233777Y2 JPS6233777Y2 JP15269382U JP15269382U JPS6233777Y2 JP S6233777 Y2 JPS6233777 Y2 JP S6233777Y2 JP 15269382 U JP15269382 U JP 15269382U JP 15269382 U JP15269382 U JP 15269382U JP S6233777 Y2 JPS6233777 Y2 JP S6233777Y2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- locking
- earth retaining
- stopper pin
- guide
- 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
- 238000009412 basement excavation Methods 0.000 claims description 3
- 230000014759 maintenance of location Effects 0.000 claims description 3
- 239000002184 metal Substances 0.000 description 7
- 238000005452 bending Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【考案の詳細な説明】
本考案は、掘削溝用土留装置に於けるパネルス
トツパーピンの改良に関する。[Detailed Description of the Invention] The present invention relates to an improvement of a panel stopper pin in an earth retaining device for an excavated trench.
上,下水道管、ガス管及び電線,電話ケーブル
の布設管等を埋設する為に掘削した溝の内側壁の
土砂崩れを防止する為の土留支保工として、近
時、矢板を使用し、作業員が掘削溝内に入らない
で施工でき、しかも掘削溝の長手方向に於ける土
留パネルのセツト間隔を測定すること無く、土留
パネルと矢板を交互に掘削溝の長手方向に順次セ
ツトしていく土留支保工が開発された。(特願昭
57−112254号)
この土留支保工は、第1図に示す如く所定の深
さに掘削した溝1の内側壁に、回転可能且つ着脱
可能なジヤツキ2にて連結した相対向する土留パ
ネル3を建て込んで固定し、次に各土留パネル3
の一側端に設けた係止溝4に帯状のガイドパネル
5の一側端に設けた係止金具6(第2図参照)を
嵌合してガイドパネル5の一側端を土留パネル3
の中高部に結合し、次いでガイドパネル5の他側
端に設けた係止金具6にジヤツキ2にて連結した
相対向する土留パネル3の他側端の係止溝4を嵌
合して土留パネル3を建て込み且つガイドパネル
5の他側端を土留パネル3の中高部に結合して該
ガイドパネル5を水平に支持し、次にガイドパネ
ル5の外面に設けた案内枠7内に軽量鋼矢板8を
差込み、然る後掘削溝1と土留パネル3及び軽量
鋼矢板8との隙間に裏込めを施し、以後溝1の掘
削の進行に伴い前記工程を繰返していくものであ
る。 Recently, sheet piles have been used as earth retaining shoring to prevent landslides on the inner walls of trenches excavated to bury water and sewer pipes, gas pipes, electric wires, telephone cables, etc. Earth retaining support that can be constructed without entering the excavated trench, and in which earth retaining panels and sheet piles are alternately set in sequence in the longitudinal direction of the excavated trench without measuring the set interval of the earth retaining panels in the longitudinal direction of the excavated trench. technology was developed. (Tokugansho
No. 57-112254) This earth retention shoring consists of opposing earth retention panels 3 connected by rotatable and detachable jacks 2 to the inner wall of a trench 1 excavated to a predetermined depth as shown in Figure 1. Erect and secure, then each earth retaining panel 3
A locking fitting 6 (see Fig. 2) provided at one side end of the band-shaped guide panel 5 is fitted into a locking groove 4 provided at one side end, and one side end of the guide panel 5 is secured to the earth retaining panel 3.
The earth retaining panel is connected to the middle and high part, and then the locking groove 4 at the other end of the opposing earth retaining panel 3 connected to the locking metal fitting 6 provided at the other end of the guide panel 5 with the jack 2 is fitted. The panel 3 is built in and the other end of the guide panel 5 is connected to the middle and high part of the retaining panel 3 to support the guide panel 5 horizontally, and then a lightweight The steel sheet pile 8 is inserted, and then the gap between the excavated trench 1, the retaining panel 3, and the lightweight steel sheet pile 8 is backfilled, and the above steps are repeated as the trench 1 is excavated.
ところでこの土留支保工に用いている土留装
置、即ち、ジヤツキ2にて連結した相対向する土
留パネル3、外面に案内枠7を備えたガイドパネ
ル5及び案内枠7内に差込む軽量鋼矢板8とより
成る土留装置に於いて、ガイドパネル5の両側端
の係止金具6を土留パネル3の側端の係止溝4に
嵌合して、ガイドパネル5に土留パネル3の中高
部に結合するのに、第2図に示す如く土留パネル
3の係止溝4を構成している内外側のL形材9,
9′の中高部に、複数の鍵穴10,円形のピン穴
10′を上下方向に等間隔に穿設し、所要の高さ
の鍵穴10,ピン穴10′にキーブロツク11の
付いたストツパーピン12を挿通して、このスト
ツパーピン12上にガイドパネル5の係止金具6
を載せて支持している。 By the way, the earth retaining device used in this earth retaining shoring includes earth retaining panels 3 facing each other connected by jacks 2, a guide panel 5 having a guide frame 7 on its outer surface, and a lightweight steel sheet pile 8 inserted into the guide frame 7. In the earth retaining device, the locking metal fittings 6 at both ends of the guide panel 5 are fitted into the locking grooves 4 at the side ends of the earth retaining panel 3, and the guide panel 5 is connected to the middle and high part of the earth retaining panel 3. In order to do this, as shown in FIG.
A plurality of keyholes 10 and circular pinholes 10' are drilled at equal intervals in the vertical direction in the middle and high part of 9', and a stopper pin 12 with a key block 11 is inserted into the keyholes 10 and pinholes 10' of the required height. Insert the locking metal fitting 6 of the guide panel 5 onto this stopper pin 12.
I support it by posting it.
従つて、ストツパーピン12は、鍵穴10,ピ
ン穴10′からの抜け出るのを防止する為に、挿
通直後回転してキーブロツク11を鍵穴10の周
縁に係止する必要がある。 Therefore, in order to prevent the stopper pin 12 from slipping out of the keyhole 10 and pinhole 10', it is necessary to rotate the stopper pin 12 immediately after insertion to lock the key block 11 to the periphery of the keyhole 10.
また、キーブロツク11を有するストツパーピ
ン12は、製作が面倒でコスト高であり、しかも
係止溝4を構成するL形材9にストツパーピン1
2を挿通する為の鍵穴10を穿設するのは甚だ面
倒である。 Further, the stopper pin 12 having the key block 11 is troublesome and expensive to manufacture, and moreover, the stopper pin 12 is attached to the L-shaped member 9 constituting the locking groove 4.
Drilling the keyhole 10 for inserting the keyhole 2 is extremely troublesome.
本考案はこのような問題を解消すべくなされた
ものであり、土留パネルの両側端の係止溝を構成
するL形材に面倒な鍵穴を穿設すること無く、円
形のピン穴を穿設し、これに差込むだけで自動的
に抜け止めでき、しかも製作が容易なパネルスト
ツパーピンを提供せんとするものである。 The present invention was developed to solve these problems, and it allows circular pin holes to be drilled in the L-shaped members that make up the locking grooves at both ends of the retaining panel, without the need to drill cumbersome key holes. However, it is an object of the present invention to provide a panel stopper pin which can be automatically prevented from coming off by simply inserting it therein, and which is easy to manufacture.
以下本考案によるパネルストツパーピンの一実
施例を第3図によつて説明する。土留パネル3の
側端の係止溝4に、ガイドパネル5の側端の係止
金具6を嵌合してガイドパネル5を土留パネル3
の中高部に結合支持する掘削溝用土留装置に於い
て、係止溝4に嵌合される係止金具6を止めてガ
イドパネル5を支持するパネルストツパーピン1
3が、U字状に屈曲されて一側辺14が土留パネ
ル3の側端の係止溝4の外表面の前後幅より僅か
に長く、他側辺15が一側辺の略1/2の長さにな
され、他側辺15の先端に係止ロツド16が垂直
に直交してその中間が溶接にて結合されて一体化
されている。 An embodiment of the panel stopper pin according to the present invention will be described below with reference to FIG. The guide panel 5 is attached to the earth retaining panel 3 by fitting the locking fittings 6 at the side ends of the guide panel 5 into the locking grooves 4 at the side ends of the earth retaining panel 3.
A panel stopper pin 1 that supports a guide panel 5 by stopping a locking metal fitting 6 fitted in a locking groove 4 in an earth retaining device for an excavated trench that is connected and supported at a middle or high part.
3 is bent into a U-shape, one side 14 is slightly longer than the longitudinal width of the outer surface of the locking groove 4 at the side end of the retaining panel 3, and the other side 15 is approximately 1/2 of the one side. A locking rod 16 is perpendicularly perpendicular to the tip of the other side 15, and the intermediate portion thereof is joined by welding to be integrated.
斯かる構造の本考案のパネルストツパーピン1
3は、土留パネル3の両側端の係止溝4を構成し
ている内外側のL形材9,9′の中高部に於いて
上下方向に等間隔に穿設した複数の円形のピン穴
10′の内の所要の高さ位置のピン穴10′に、第
4図に示す如く短い他側辺15を外側方に配して
長い一側辺14を基端まで挿通して手を離すこと
により、他側辺15及びその先端の係止ロツド1
6がその自重により一側辺14が保持されたピン
穴10′を中心に回転落下し、他側辺15がL形
材9の外側面に当接し、係止ロツド16の下部が
L形材9,9′の間から係止溝4内に入り込む。
従つて、係止ロツド16は自動的にL形材9の内
側端に係止されることになるので、パネルストツ
パーピン13は確実に抜け止めされる。 Panel stopper pin 1 of the present invention having such a structure
3 are a plurality of circular pin holes drilled at equal intervals in the vertical direction in the middle and high parts of the inner and outer L-shaped members 9 and 9' that constitute the locking grooves 4 at both ends of the earth retaining panel 3. Place the other short side 15 outward as shown in Fig. 4, insert the long side 14 to the base end of the pin hole 10' at the desired height, and release your hand. By this, the other side 15 and the locking rod 1 at its tip
6 rotates and falls around the pin hole 10' where one side 14 is held due to its own weight, the other side 15 comes into contact with the outer surface of the L-shaped member 9, and the lower part of the locking rod 16 is attached to the L-shaped member. It enters into the locking groove 4 between 9 and 9'.
Therefore, the locking rod 16 is automatically locked to the inner end of the L-shaped member 9, so that the panel stopper pin 13 is reliably prevented from coming off.
そしてこのパネルストツパーピン13の一側辺
14上には、鎖線に示す如く係止溝4内に上方よ
り嵌合されたガイドパネル5の係止金具6が載
り、ガイドパネル5が支持される。 On one side 14 of the panel stopper pin 13, a locking fitting 6 of the guide panel 5 fitted from above into the locking groove 4 is placed, as shown by the chain line, so that the guide panel 5 is supported.
上記実施例のパネルストツパー13は、U字状
に屈曲した短い他側辺15の先端に係止ロツド1
6を垂直に直交してその中間を溶接にて結合して
一体化してあるが、これに限るものではなく、第
5図a,bに示す如くU字状に屈曲した短い他側
辺15を左右反対側に設けて、その短い他側辺1
5の先端に夫々U字状をなす面と直交して係止ロ
ツド16aを下方に一体に設けて、本例の場合一
側辺14と同じ長さの他側辺15の中間を夫々U
字状をなす面において反対側に折曲げて係止ロツ
ド16aを設けて、2本のパネルストツパーピン
13a,13bを形成しても良いものである。こ
の場合、両パネルストツパーピン13a,13b
の長い一側辺を土留パネル3の両側端の係止溝4
を構成している内外側のL形材9,9′の円形の
ピン穴10′に個々に基端まで差し込んで手を離
すと、前記実施例と同様他側辺15及びその先端
の係止ロツド16aが自重により回転落下し、他
側辺15がL形材9の外側面に当接し、係止ロツ
ド16aがL形材9,9′の間から係止溝4内に
入り込み、係止ロツド16aが自動的にL形材9
の内側端に係止され、パネルストツパーピン13
a,13bが確実に抜け止めされる。 The panel stopper 13 of the above embodiment has a locking rod 1 at the tip of the short other side 15 bent in a U-shape.
6 are vertically orthogonal to each other and the intermediate portions are welded together to form an integral body, but the invention is not limited to this, and as shown in FIGS. Provided on the left and right opposite sides, and the other short side 1
In this example, a locking rod 16a is integrally provided below at the tip of each side 14 so as to be perpendicular to the U-shaped surface, and in this example, the middle of one side 14 and the other side 15 having the same length is
It is also possible to form two panel stopper pins 13a and 13b by bending the two panel stopper pins 16a to opposite sides of the letter-shaped surface and providing a locking rod 16a. In this case, both panel stopper pins 13a, 13b
The long side of is connected to the locking grooves 4 on both sides of the retaining panel 3.
When the pins are individually inserted into the circular pin holes 10' of the inner and outer L-shaped members 9 and 9' constituting the inner and outer sides up to the base end and released, the other side 15 and its tip are locked as in the previous embodiment. The rod 16a rotates and falls due to its own weight, the other side 15 comes into contact with the outer surface of the L-shaped member 9, and the locking rod 16a enters the locking groove 4 between the L-shaped members 9 and 9' and is locked. The rod 16a automatically connects the L-shaped member 9.
The panel stopper pin 13
a, 13b are securely prevented from coming off.
以上の説明で判るように本考案のパネルストツ
パーピンを、土留装置に於ける土留パネルの側端
の係止溝に嵌合されるガイドパネルの側端の係止
金具の支持に用いれば、土留パネルの係止溝を構
成する内外側のL形材には単純な円形のピン穴を
穿設するだけで良いので、手間がかからない。ま
た本考案のパネルストツパーピンは、前記の係止
溝を構成している内外側のL形材に穿設された円
形のピン穴に差込むだけで自動的に確実に抜け止
めされるので、これに支持されるガイドパネルは
安全である。さらに本考案のパネルストツパーピ
ンは線材を両側長短のU字状に屈曲し、短辺の先
端に垂直に直交して短線材の中間を溶接或いは両
側同長のU字状に屈曲した一側辺の中間をU字状
をなす面と直交して折曲げるだけで製作できるの
で、従来のキーブロツク付ストツパーピンの製作
に比し簡単且つ安価に製作できる等の効果があ
る。 As can be seen from the above explanation, if the panel stopper pin of the present invention is used to support the locking fittings at the side ends of the guide panels that are fitted into the locking grooves at the side ends of the earth retaining panels in the earth retaining device, the Since it is sufficient to simply drill a simple circular pin hole in the inner and outer L-shaped members constituting the locking groove of the panel, it does not require much effort. In addition, the panel stopper pin of the present invention is automatically and reliably locked by simply inserting it into the circular pin hole bored in the inner and outer L-shaped members that make up the locking groove. The guide panel supported by this is safe. Furthermore, the panel stopper pin of the present invention is made by bending a wire rod into a U-shape with long and short sides, and welding the middle of the short wire perpendicular to the tip of the short side, or by bending the wire rod into a U-shape with the same length on both sides. Since it can be manufactured simply by bending the middle part of the pin perpendicular to the U-shaped surface, it has the advantage of being easier and cheaper to manufacture than conventional stopper pins with key blocks.
第1図は掘削溝の土留支保工を示す斜視図、第
2図はその土留支保工に用いた土留装置に於いて
土留パネルの側端の係止溝とこれに嵌合するガイ
ドパネルの側端の係止金具とこの係止金具を支持
するストツパーピンを示す斜視図、第3図は第2
図と同様に土留パネルの側端の係止溝とこれに嵌
合するガイドパネルの側端の係止金具とこの係止
金具を支持する本考案のパネルストツパーピンの
一実施例を示す斜視図、第4図は本考案のパネル
ストツパーピンの使用状態を示す斜視図、第5図
a,bは本考案のパネルストツパーピンの他の実
施例を示す斜視図である。
1……掘削溝、3……土留パネル、4……係止
溝、5……ガイドパネル、6……係止金具、1
3,13a,13b……パネルストツパーピン、
14……一側辺、15……他側辺、16,16a
……係止ロツド。
Figure 1 is a perspective view showing the earth retaining shoring for an excavated trench, and Figure 2 shows the side of the locking groove at the side end of the earth retaining panel and the side of the guide panel that fits into it in the earth retaining device used for the earth retaining shoring. A perspective view showing the end locking metal fitting and the stopper pin that supports this locking metal fitting.
Similar to the figure, a perspective view showing an embodiment of the locking groove at the side end of the earth retaining panel, the locking fitting at the side end of the guide panel that fits into the locking fitting, and the panel stopper pin of the present invention that supports the locking fitting. FIG. 4 is a perspective view showing the panel stopper pin of the present invention in use, and FIGS. 5a and 5b are perspective views showing other embodiments of the panel stopper pin of the present invention. 1... Excavation groove, 3... Earth retaining panel, 4... Locking groove, 5... Guide panel, 6... Locking metal fitting, 1
3, 13a, 13b...Panel stopper pin,
14...One side, 15...Other side, 16, 16a
...Locking rod.
Claims (1)
ネルの側端の係止溝に、ガイドパネルの側端の係
止金具を嵌合支持する掘削溝用土留装置に於い
て、係止溝内に嵌合される係止金具を止めてガイ
ドパネルを支持するパネルストツパーピンが、U
字状に屈曲されて一側辺が土留パネルの側端の係
止溝の前後幅より僅かに長く、他側辺が一側辺の
略1/2の長さになされ、他側辺先端にU字状をな
す面と直交して係止ロツドが一体に設けられてい
る掘削溝用土留装置に於けるパネルストツパーピ
ン。 In an earth retaining device for an excavated trench, a locking groove at the side end of an earth retaining panel built facing the inner wall of the excavation trench is fitted with a locking fitting at the side end of the guide panel. A panel stopper pin that supports the guide panel by stopping the locking fitting fitted inside the U
It is bent into a letter shape and one side is slightly longer than the front and back width of the locking groove at the side edge of the earth retaining panel, the other side is approximately half the length of the one side, and the tip of the other side is A panel stopper pin for earth retention equipment for excavation ditches, in which a locking rod is integrally provided perpendicular to a U-shaped surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15269382U JPS5956246U (en) | 1982-10-07 | 1982-10-07 | Panel stopper pin in earth retaining device for excavated trenches |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15269382U JPS5956246U (en) | 1982-10-07 | 1982-10-07 | Panel stopper pin in earth retaining device for excavated trenches |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5956246U JPS5956246U (en) | 1984-04-12 |
JPS6233777Y2 true JPS6233777Y2 (en) | 1987-08-29 |
Family
ID=30338028
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15269382U Granted JPS5956246U (en) | 1982-10-07 | 1982-10-07 | Panel stopper pin in earth retaining device for excavated trenches |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5956246U (en) |
-
1982
- 1982-10-07 JP JP15269382U patent/JPS5956246U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5956246U (en) | 1984-04-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109235445A (en) | Steel sheet pile and base pit stand construction | |
JPS6233777Y2 (en) | ||
KR20100063979A (en) | Guide for construction slurry wall and constructing method using the same | |
JPH05321249A (en) | Method for constructing underground continuous steel wall | |
JPS5847089Y2 (en) | Earth retention support board connection structure | |
JP3470576B2 (en) | Construction method of retaining wall and retaining wall structure | |
KR101032476B1 (en) | Reinforced soil retaining wall of block type using steel-bar | |
JPS5847090Y2 (en) | Earth retention support board connection structure | |
JPH0634423Y2 (en) | Guide rail for earth retaining device for excavation trench | |
JPS5838024Y2 (en) | Support for earth retaining structure for trench excavation | |
JPS607402Y2 (en) | Guide device for press-fitting earth retaining plates into the soil in earth retaining structures | |
JPS5847088Y2 (en) | Earth retaining shoring board joint structure | |
JPS5838023Y2 (en) | Top protection material connection device for earth retention shoring board for trench excavation | |
JPS5838025Y2 (en) | Top protection material connection device for earth retention shoring board for trench excavation | |
KR102633929B1 (en) | Casing for retaining wall construction and method for retaining wall construction using the same | |
JP3475211B2 (en) | Excavation soil retaining device | |
JPS6088724A (en) | Sheathing work of excavated trench | |
JPS6136589Y2 (en) | ||
JPS5845323Y2 (en) | Tensioning device for earth retaining sheet piles for trench excavation | |
JP2789509B2 (en) | Steel guide wall | |
JP3541237B2 (en) | Earth retaining panel for trench cut method | |
JP3660059B2 (en) | Digging earth retaining device | |
JPS6011164Y2 (en) | Construction equipment for earth retaining method at right-angled bends in excavated trenches | |
JPS5845322Y2 (en) | Hanging fittings for earth retaining shoring slope for trench excavation | |
JPS5845321Y2 (en) | Gable retaining board in earth retaining structure |