JPS5828027Y2 - Earth retention brace - Google Patents
Earth retention braceInfo
- Publication number
- JPS5828027Y2 JPS5828027Y2 JP13959678U JP13959678U JPS5828027Y2 JP S5828027 Y2 JPS5828027 Y2 JP S5828027Y2 JP 13959678 U JP13959678 U JP 13959678U JP 13959678 U JP13959678 U JP 13959678U JP S5828027 Y2 JPS5828027 Y2 JP S5828027Y2
- Authority
- JP
- Japan
- Prior art keywords
- shaft
- strut
- seating plate
- plate
- seating
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【考案の詳細な説明】
本考案は上下水道管の埋設工事或いは地下電設工事等の
土掘工事において、その削掘した土壁部分の土留工事に
使用して好適な土留用支保具に関するものである。[Detailed description of the invention] The present invention relates to an earth retaining support suitable for use in earth retaining work for the excavated earth wall portion during earth excavation work such as burying water and sewage pipes or underground electrical installation work. be.
従来この種の支保具は多数あり、かつ土留工事も種々の
方法がある。Conventionally, there are many types of supporting equipment, and there are also various methods of earth retaining work.
一般的な工事方法としてはたとえば木の板等を使用した
り、シートパイルを打込んで行なう方法がある。Common construction methods include, for example, using wooden boards or driving sheet piles.
しかしこれらのいずれの工事方法においても、それらに
使用される土留用支保具は強度性あるいは取り扱いの点
に難点があり又シートパイル等はその打込みの際の騒音
及び震動が激しく特に市街地や住宅地等においてこれら
の工事を行なうことは難点がある。However, in any of these construction methods, the earth retaining supports used in them have drawbacks in terms of strength and handling, and sheet piles, etc., have strong noise and vibration when driven, especially in urban areas and residential areas. There are some difficulties in carrying out these works in such areas.
本考案はこれらの事情に鑑みて開発したものであって、
はぼ長さ3M高さ1Mの長方形をした鉄製のシーテイン
グブレートとトレンチ巾1Mから3Mまで伸縮自在の切
梁とよりなり、使用においては相対する2枚のプレート
に対し2本又は1本の切梁を用い、該切梁をプレートの
両端又は中央部に当接して支保し、トレンチの深さに応
じてプレートを重ね、鉄部をねじ等で連結し、引張りや
、曲げ荷重に対し確実に接合しかつトレンチ巾IM深さ
6Mまでのシーテイングボックスを形成することにより
、安全で無騒音、無震動かつ熟練度を必要としない土留
工事を可能とすると共に製品寿命が長い土留用支保具を
提供するにある。This invention was developed in view of these circumstances,
It consists of a rectangular iron seating plate with a length of 3M and a height of 1M and a strut that can be expanded and contracted from 1M to 3M in trench width. Using struts, support the struts by touching both ends or the center of the plate, stack the plates according to the depth of the trench, and connect the iron parts with screws, etc. to ensure against tension and bending loads. This earth retaining support has a long product life and enables safe, noiseless, vibration-free and unskilled earth retaining work by forming a seating box with a trench width of up to IM depth of 6M. is to provide.
以下、本考案の実施例を添付図面について説明すると1
は総括的にシーテイングプレートを示し、2は横長なほ
ぼ長方形状の鉄板であって、この鉄板2は垂直状に配置
され、その横、長手方向両端にチャンネル状の支柱3,
3を垂直に溶着取付ける。Hereinafter, the embodiments of the present invention will be explained with reference to the attached drawings.
generally indicates a seating plate, 2 is a horizontally long, almost rectangular iron plate, and this iron plate 2 is arranged vertically, with channel-shaped supports 3 at both sides and longitudinal ends.
Weld and install 3 vertically.
さらに上記鉄板2の上下両部に上面側が水平面状で下面
側が斜面状のほは゛階段状のエツジ部4.4を形成する
。Further, on both the upper and lower parts of the iron plate 2, there are formed edge portions 4.4 which have a horizontal surface on the upper surface side and a sloped surface on the lower surface side, and are almost step-like.
鉄板2の中央部には板状の補強材5を垂直状にして溶着
し、その上下両端5はエツジ部4,4にそれぞれ溶着す
る。A plate-shaped reinforcing material 5 is vertically welded to the central part of the iron plate 2, and its upper and lower ends 5 are welded to the edge parts 4, respectively.
6,6は切梁受部であって、該切梁受部6,6は前面は
四角状でその中央部に長方形状の挿着孔7,7が穿設さ
れ、側面は三角形状した板状よりなり、上記エツジ部4
,4の左右中央部の下側に溶着したものである。Reference numerals 6 and 6 denote strut receivers, and the front faces of the strut receivers 6, 6 are square, rectangular insertion holes 7, 7 are bored in the center, and the side faces are triangular plates. The edge portion 4
, 4 is welded to the lower side of the left and right center portions.
8,8は支柱3,3の上端に溶着された連結片でこの連
結片8.8は支柱3,3とシーテイングプレート1の積
重ねによる他の支柱3,3とが連結されるよう、支柱3
,3の巾に適合する巾を備えかつエツジ部4の斜面に障
害にならないようにその側部を斜状に形成し、かつその
表面上方には長方形状のシーテイングプレート1の引抜
き用吊り口9,9を穿設し、その下方にはボルト孔10
.10を設けるものである。8, 8 is a connecting piece welded to the upper end of the pillars 3, 3. This connecting piece 8.8 is a connecting piece 8.8 that connects the pillars 3, 3 to other pillars 3, 3 formed by stacking the seating plates 1. 3
, 3, and its sides are formed obliquely so as not to obstruct the slope of the edge portion 4, and above its surface there is a hanging opening for pulling out the rectangular seating plate 1. 9, 9 is drilled, and a bolt hole 10 is provided below it.
.. 10.
又、前記支柱3,3の前面には所定の間隔をおいて挿着
孔12.12を複数個穿設し、その下端部にはボルト孔
11.11を穿設する。Further, a plurality of insertion holes 12.12 are formed at predetermined intervals in the front surfaces of the pillars 3, 3, and bolt holes 11.11 are formed in the lower ends thereof.
13は支柱の下端に取付られるカッテンブシュ−であっ
てその先端は鋭部14に形成され、又その前面部にはカ
ッテンブシュ−13を支柱3,3に取付けるためのボル
トの螺着孔15が穿設されているものである。Reference numeral 13 denotes a cutten bushing attached to the lower end of the support column, the tip of which is formed into a sharp part 14, and a threaded hole 15 for a bolt for attaching the cutten bushing 13 to the support columns 3, 3 is bored in its front part. This is what is being done.
16は伸縮自在の切梁であって、その主体は外周面にピ
ッチの粗いねじを設けたパイプ状の軸17と、該軸17
を内部に挿入可能なパイプ状の受軸23と、該受軸23
の端部に遊嵌し、上記軸17に螺着している把手部24
とからなるものである。Reference numeral 16 denotes a telescopic strut, the main body of which is a pipe-shaped shaft 17 provided with coarse pitch threads on its outer circumferential surface, and the shaft 17.
a pipe-shaped receiving shaft 23 into which the receiving shaft 23 can be inserted;
A handle part 24 is loosely fitted into the end of the handle part 24 and is screwed onto the shaft 17.
It consists of.
上記主体の両端即ち第2図、第3図において軸17の右
端と受軸23の左端のそれぞれには圧着片18.18を
溶着し、さらにその外側には該圧着片18゜18と同形
のゴムバッファ19.19を貼着する。A crimp piece 18.18 is welded to both ends of the main body, that is, the right end of the shaft 17 and the left end of the receiving shaft 23 in FIGS. Attach rubber buffer 19.19.
圧着片18.18及びゴムバッファ19.19には連通
ずる穴を穿設すると共に軸17と受軸23のそれぞれの
圧着片18.18近くの端部には後述するコツター20
を打ち込み挿通させるためのコツタ一孔を穿設する。The crimping piece 18.18 and the rubber buffer 19.19 are provided with communicating holes, and the ends of the shaft 17 and the receiving shaft 23 near the crimping piece 18.18 are provided with a cotter 20, which will be described later.
Drill a hole for driving and inserting the screw.
21は連結金具であって、その頭部はT状の引掛片22
に形成され、脚部は先端にコツタ一孔が穿設された棒状
であって、上記圧着片18.18及びゴムバッファ19
.19に穿設した穴に挿通し軸17又は受軸23内に挿
入可能に形成されているものである。21 is a connecting metal fitting, the head of which is a T-shaped hook piece 22
The legs are rod-shaped with a hole drilled at the tip, and the crimp pieces 18 and 18 and the rubber buffer 19
.. It is formed so that it can be inserted into the shaft 17 or the receiving shaft 23 through a hole drilled in the shaft 19 .
20はコツターであって軸17又は受軸23にそれぞれ
穿設されたコツタ一孔と、連結金具21のコツタ一孔と
に串刺し状に挿通して連結金具21を軸17又は受軸2
3にそれぞれ固定するものである。Reference numeral 20 denotes a connector, which is inserted in a skewer-like manner through a hole drilled in the shaft 17 or the receiving shaft 23, respectively, and a hole in the connecting fitting 21 to connect the connecting fitting 21 to the shaft 17 or the receiving shaft 2.
3, respectively.
次に上記についての作用について説明すると、まず切梁
16の長さを上述した土掘工事において掘られた地溝口
の巾にほぼ一致するよう調整する。Next, the above operation will be explained. First, the length of the strut 16 is adjusted so that it almost matches the width of the trench mouth dug in the earth excavation work described above.
即ち切梁16の把手部24を回動又は反回動させること
により軸17は受軸23内に出没し、しかして切梁16
の全長は伸縮させることができる。That is, by rotating or counter-rotating the handle portion 24 of the strut 16, the shaft 17 moves in and out of the receiving shaft 23, and thus the strut 16
The entire length of can be expanded or contracted.
次に連結金具21をシーテイングプレート1の支柱3.
3の挿着孔12,12に挿着する。Next, connect the connecting fittings 21 to the pillars 3 of the seating plate 1.
3 into the insertion holes 12, 12.
即ち連結金具21の引掛片22を上記挿着孔12の内側
面に挿着して回動させて引掛ける。That is, the hooking piece 22 of the connecting fitting 21 is inserted into the inner surface of the insertion hole 12 and rotated to be hooked.
そして挿着孔12に引掛けた連結金具21の脚部を上記
において調整された切梁16の端部に設けられた圧着片
18.18及びゴムバッファ19.19に連設した穴に
挿通させて上記脚部を軸17又は受軸23内に挿入させ
た状態でコツター20.20を軸17又は受軸23のコ
ツタ一孔と連結金具21のコツタ一孔とに串刺し状に挿
通する。Then, insert the leg of the connecting fitting 21 hooked into the insertion hole 12 into the hole connected to the crimp piece 18.18 and the rubber buffer 19.19 provided at the end of the strut 16 adjusted above. With the legs inserted into the shaft 17 or the receiving shaft 23, the socket 20.20 is inserted into one hole of the shaft 17 or receiving shaft 23 and one hole of the connecting fitting 21 in a skewered manner.
しかして切梁16はシーテイングプレート1に固定され
る。Thus, the strut 16 is fixed to the seating plate 1.
切梁16はシーテイングプレート1の面に対し直角に配
置される。The struts 16 are arranged at right angles to the plane of the seating plate 1.
次に上記切梁16の他端に位置させて他のシーテイング
プレート1を平行状に正対させ、上記切梁16の他端を
対応する支柱3.3の挿着孔12,12に上記と全く同
様の方法で固定する。Next, the other seating plate 1 is placed at the other end of the strut 16 so as to face it in parallel, and the other end of the strut 16 is inserted into the insertion holes 12, 12 of the corresponding strut 3.3. Fix it in exactly the same way.
通常の場合は2枚のシーテイングプレート1に2本の切
梁16が使用されているがシーテイングプレート1の中
央部にある切梁受部6に切梁16を使用する場合は1本
でよい。Normally, two struts 16 are used for the two seating plates 1, but when the strut 16 is used for the strut receiving part 6 in the center of the seating plate 1, only one strut is used. good.
このようにしてシーテイングプレートの支柱3.3の挿
着孔12,12に連結金具21を取付けたならば切梁1
6にある羽根状の把手24を回動させて軸17を伸ばし
、シーテイングプレート1間に緊張状態を現出しシーテ
イングプレート1と切梁16とを結合する。If the connecting fittings 21 are installed in the insertion holes 12, 12 of the seating plate supports 3.3 in this way, the struts 1
The blade-shaped handle 24 at 6 is rotated to extend the shaft 17 to create a tensioned state between the seating plates 1 and connect the seating plate 1 and the strut 16.
しかして、地溝が深い場合は支柱上部に溶着した連結片
8,8の上に別のシーテイングプレートの支柱3,3を
載置し、支柱3,3にあるボルト孔11.11と連結片
8,8にあるボルト孔10.10を合わせボルト26を
螺着し、シーテイングプレートを積重ねるようにして組
立てるものである。If the graben is deep, the columns 3, 3 of another seating plate are placed on the connecting pieces 8, 8 welded to the upper part of the columns, and the bolt holes 11 and 11 in the columns 3, 3 are connected to the connecting pieces. The bolt holes 10 and 10 at 8 and 8 are aligned, and the bolts 26 are screwed in, and the seating plates are assembled by stacking them.
このようにして地溝の深さに応じて組立てられたシーテ
イングプレートの支柱3,3の上部にある連結片8,8
に設けられた吊り口9,9にワイヤーロープ25のフッ
クを引掛はバックホー等により吊下げて、この組立てら
れたシーテイングプレートを地溝に入れる。The connecting pieces 8, 8 at the top of the seating plate supports 3, 3 assembled according to the depth of the graben in this way
Hooks of wire ropes 25 are hung through the hanging ports 9, 9 provided in the tray, and the assembled seating plate is placed in the trench.
なお27は下水道等の土管である。次に本考案支保具を
使用しての工事方法について説明する。Note that 27 is a clay pipe for a sewer or the like. Next, we will explain the construction method using the brace of the present invention.
たとえば第4図A、B、Cに示すように先ず地溝口の附
近でシーテイングプレートを組立てる。For example, as shown in FIGS. 4A, B, and C, a seating plate is first assembled near the trench mouth.
もし積重ねによる組立の場合は連結片8,8にあるボル
ト孔10.10にボルトを螺合して留める。If assembly is performed by stacking, bolts are screwed into the bolt holes 10, 10 in the connecting pieces 8, 8.
その後切梁16を張って地溝内に入れる(第4図A)。After that, the struts 16 are stretched and placed into the graben (Fig. 4A).
次に第4図Bに示すように、下水管等の埋設工事のよう
な場合は下部の配管する個所の切梁16を除き、下水管
27等を設置する。Next, as shown in FIG. 4B, in the case of burying a sewage pipe, etc., the sewage pipe 27 and the like are installed by removing the strut 16 at the lower part where the piping is to be installed.
そして、成る程度埋めもどした後土留のシーテイングプ
レートのユニットの上部より引き抜いて埋戻しと根固め
を繰返して埋設作業を完了する(第4図C)。Then, after backfilling to a certain extent, the earth retaining sheeting plate is pulled out from the top of the unit and backfilling and foot protection are repeated to complete the burial work (Figure 4C).
又、特に地溝が深くなったり又土質の関係で土留してい
るシーテイングプレートユニットの上部からの引き抜き
が困難な場合は第5図Aに示すよう成る程度埋もどして
から最下部の土留のシーテイングプレートの切梁を取は
ずしシーテイングプレートを片側ずつ内側に倒し、これ
を吊り上げ根固を行なう動作を繰り返し行ない上部から
のシーテイングプレートの引き抜きが可能になるまで下
方からの回収を行なう。In addition, if the graben is particularly deep or if it is difficult to pull out the upper part of the seating plate unit that is holding the earth in place due to the soil quality, it should be buried to the extent shown in Figure 5A and then the seat plate unit at the bottom of the earth retention plate should be removed. Remove the struts of the seating plate, fold the seating plate inward one side at a time, lift it up and solidify it, and repeat this action until it is possible to pull out the seating plate from the top.
本考案は上記のように戊るものであるから単純な操作で
大きな面積の土留ができ、しかも速早く円滑に全ての土
質に応じて架設し、又回収ができる。Since the present invention uses the above-mentioned method of excavation, earth retaining can be carried out over a large area with simple operations, and it can be quickly and smoothly erected and recovered in accordance with all types of soil.
又、第7図Aに示すように50〜70 cm程度土砂を
埋め戻し、最下段の切梁をプレートより取りはずし撤去
する。Also, as shown in Figure 7A, backfill with earth and sand to a depth of about 50 to 70 cm, and remove and remove the lowest strut from the plate.
この最下段の切梁を撤去したならば更に50〜70 c
m程度埋め戻し次段の切梁を撤去する。If you remove this bottom strut, it will cost an additional 50~70 c.
Backfill the area by approximately 1.5 m and remove the next strut.
このような操作を繰り返し、最上段の切梁まで撤去する
(第7図B)。Repeat this operation to remove up to the top strut (Figure 7B).
このようにして全部の切梁が取りはずされたならばクレ
ーンにて片側のシーテイングプレートトを引き抜き(第
7図C)同様に反対側のシーテイングプレートも引き抜
いてプレートの回収作業及び埋設作業を完了する。Once all the struts have been removed in this way, the seating plate on one side is pulled out using a crane (Fig. 7C), and the seating plate on the opposite side is also pulled out in the same manner for plate recovery and burial work. complete.
又、シーテイングプレート及びシーテイングプレートの
ユニットを架設、回収は一台のバックホー又はクレーン
で充分である。Moreover, one backhoe or crane is sufficient for erecting and recovering the seating plate and the seating plate unit.
さらに本願の切梁にはその両端方向にラバークッション
が付いているのでシーテイングプレートとの当接面に対
し傷をつけることもないし、又支柱と切梁とが直角に当
接しない場合でも、ゴムクッションによって直角面にお
いて取付けられたと同様な効果を保って支保され、シー
テイングプレートのユニットの角度の変化に対応して緊
張できる。Furthermore, since the strut of the present application has rubber cushions on both ends, it will not damage the contact surface with the seating plate, and even if the strut and strut do not contact at right angles, It is supported by a rubber cushion with the same effect as if it were mounted at right angles, and can be tensioned in response to changes in the angle of the seating plate unit.
さらに同型状同寸法のシーテイングプレートを積重ねて
土留を形成することができるので効率よく設置回収がで
き、又経済的である。Further, since the retaining plate can be formed by stacking seating plates of the same shape and size, it can be installed and recovered efficiently and is also economical.
又シーテイングプレートの上下部分に階段部を設けであ
るので、この部分を梯子の代りにして昇り降りができる
。Furthermore, since the upper and lower portions of the seating plate are provided with stair portions, this portion can be used in place of a ladder for climbing and descending.
又、シーテイングプレートの支柱の下端にカッテンブシ
ュ−を取付けて、シーテイングプレートを地溝内に入れ
て、シーテイングプレートを下方に押し込めば成る程度
シーテイングプレートの下方を土中に埋没させることが
可能となる。Also, by attaching a cutten bushing to the lower end of the seating plate support, placing the seating plate into the graben, and pushing the seating plate downward, it is possible to bury the lower part of the seating plate into the soil. becomes.
従って地溝の土掘が完全に行なわれていなくとも上記の
ようにしてカッテンブシュ−を使用すればシーテイング
プレートとを地溝内の目的とする位置に設定することが
可能となる。Therefore, even if the trench has not been completely excavated, by using the cutting bush as described above, it is possible to set the seating plate at the desired position within the trench.
第1図はシーテイングプレートトの斜面図、第2図は切
梁の一部を断面で表わした側面図、第3図は第2図の平
面図、第4図、第5図、第6図、第7図はシーテイング
プレートと切梁を組合わせて土中に設置する場合の説明
図である。
符号の説明 1はシーテイングプレート、2は鉄板、3
は支柱、4はエツジ部、51イ補強材、6は切梁受部、
7は挿着孔、8は連結片、9は吊り口、10.11はボ
ルト孔、16は切梁、17は軸、18は圧着片、19は
ゴムバッファ、20はコツター、21は連結金具、23
は受軸である。Figure 1 is a slope view of the seating plate, Figure 2 is a side view showing a section of a part of the strut, Figure 3 is a plan view of Figure 2, Figures 4, 5, and 6. FIG. 7 is an explanatory diagram of a case where a seating plate and a strut are combined and installed in the soil. Explanation of symbols 1 is seating plate, 2 is iron plate, 3
is the column, 4 is the edge part, 51 is the reinforcing material, 6 is the strut support part,
7 is an insertion hole, 8 is a connecting piece, 9 is a hanging port, 10.11 is a bolt hole, 16 is a strut, 17 is a shaft, 18 is a crimping piece, 19 is a rubber buffer, 20 is a connector, 21 is a connecting fitting , 23
is the receiving shaft.
Claims (1)
3を固定し、該支柱3,3の前面に複数個の挿着孔12
,12を穿設すると共に、上記鉄板2のほぼ中央に上記
挿着孔12,12と同様の挿着孔7,7を穿設した切梁
受部6,6を適数個固定し、上記支柱3.3の上端には
、支柱3,3の巾に適合する連結片8.8を固定してな
るシーテイングブレート1と、外周面にねじを形設した
軸17と該軸17を内部に挿入可能なパイプ状の受軸2
3とを設け、該受軸23の端部には上記軸17に回転可
能に螺着した把手部24を遊嵌し、しかして連結された
軸17と受軸23の外側の両端には頭部がT状の引掛片
22に形成され、かつ上記挿着孔12,12に引掛は可
能に形成された連結金具21を着脱可能に取付けてなる
切梁16とを備えてなる土留用支保具。Supports 3,
3 is fixed, and a plurality of insertion holes 12 are provided in the front of the pillars 3, 3.
. A seating plate 1 having a connecting piece 8.8 fixed to the upper end of the pillar 3.3 that fits the width of the pillars 3, 3, a shaft 17 with a thread formed on the outer circumferential surface, and a shaft 17 inside Pipe-shaped bearing shaft 2 that can be inserted into
3, a handle portion 24 rotatably screwed onto the shaft 17 is loosely fitted to the end of the receiving shaft 23, and heads are provided at both outer ends of the connected shaft 17 and the receiving shaft 23. A strut 16 having a T-shaped hook 22 and a strut 16 removably attached to the insertion holes 12, 12 with connecting fittings 21 that can be hooked. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13959678U JPS5828027Y2 (en) | 1978-10-13 | 1978-10-13 | Earth retention brace |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13959678U JPS5828027Y2 (en) | 1978-10-13 | 1978-10-13 | Earth retention brace |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5559749U JPS5559749U (en) | 1980-04-23 |
JPS5828027Y2 true JPS5828027Y2 (en) | 1983-06-18 |
Family
ID=29113798
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13959678U Expired JPS5828027Y2 (en) | 1978-10-13 | 1978-10-13 | Earth retention brace |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5828027Y2 (en) |
-
1978
- 1978-10-13 JP JP13959678U patent/JPS5828027Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5559749U (en) | 1980-04-23 |
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