JPS62291329A - Method and apparatus for drop-in sheathing work - Google Patents
Method and apparatus for drop-in sheathing workInfo
- Publication number
- JPS62291329A JPS62291329A JP13468086A JP13468086A JPS62291329A JP S62291329 A JPS62291329 A JP S62291329A JP 13468086 A JP13468086 A JP 13468086A JP 13468086 A JP13468086 A JP 13468086A JP S62291329 A JPS62291329 A JP S62291329A
- Authority
- JP
- Japan
- Prior art keywords
- sheathing
- retaining
- struts
- plate
- plates
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 8
- 229910052751 metal Inorganic materials 0.000 claims abstract description 5
- 239000002184 metal Substances 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002747 voluntary effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】
3発明の詳細な説明
〔産業上の利用分野〕
本発明は、主として浅溝厄前用の土留工法及びこの工法
に使用する装置に関するものである。Detailed Description of the Invention 3. Detailed Description of the Invention [Field of Industrial Application] The present invention mainly relates to an earth retaining method for shallow trenches and equipment used in this method.
従来、浅溝掘削のtコめ、土留を施すには木矢板又は鋼
製矢板を旧前面に当て、丸太或いは切りばりで押丸たも
のである。Conventionally, in order to provide earth retaining for shallow trench excavation, wooden or steel sheet piles were applied to the old front surface and pressed round with logs or shavings.
前記従来の工法は、木矢板の場合、資材(よ全て使い棄
でか、繰返し使用しても使用回数が少ないし、施工時に
も現場加工が必要なため手数を要し、無駄も多い。更に
鋼製矢板の場合は重量が重いため施工時の能率があまり
良くない。In the case of wooden sheet piles, the conventional construction methods are labor-intensive and wasteful because the materials are all disposable, or even if they are used repeatedly, they are used only a few times, and on-site processing is required during construction. Steel sheet piles are heavy, so construction efficiency is not very good.
本発明の目的は上記無駄を省き、多薮回の使用に耐火、
しかも軽量で能率があがる土留工法並びに装置を得るこ
とにある。The purpose of the present invention is to eliminate the above-mentioned waste, and to make it fireproof and suitable for repeated use.
Moreover, the object is to obtain an earth retaining method and device that is lightweight and highly efficient.
そのなめ本発明は軽金属等により成形した土留プレート
をその上下が内側にずれることのない嵌合状態にして順
次重ねて結合し、結合された上下の左右両土留プレーI
・に伸縮可能な切りばりを取付けて土留プレートと切り
ばりをを−体にし、そのまま薄削した溝の土留壁内に落
し込み切りばりを突張って固定するようにしたものであ
る。Therefore, in the present invention, earth retaining plates formed of light metal or the like are sequentially stacked and connected in a fitted state where the upper and lower sides do not shift inward, and the combined upper and lower left and right earth retaining plates I
・A retractable stub is attached to the stub to form a body between the retaining plate and the stub, which is then dropped into the retaining wall of a thinly cut groove and the stub is stretched and fixed.
先ず本発明の方法に用いる装置の各構成部材について説
明すると、図において、1は土留プレート、2は切りぼ
りである。土留プレート1ば下端縁にV形溝3を、又上
端縁に■形突条4を形成し内部を補強5されたアルミ製
の横長の中空板材から構成されており、切りばり2はタ
ーンバックル式で、回転部材2aの左右に逆ねじの螺杵
2b、2cが突出していて、その先端に連結金具6への
固定子7が取付けられている。First, each component of the apparatus used in the method of the present invention will be explained. In the figure, 1 is a retaining plate, and 2 is a cutout. The retaining plate 1 is made of a horizontally elongated hollow plate made of aluminum with a V-shaped groove 3 formed on the lower edge and a ■-shaped protrusion 4 formed on the upper edge, and internally reinforced 5, and the stub 2 has a turnbuckle. In the formula, reverse-threaded screws 2b and 2c protrude from the left and right sides of the rotating member 2a, and a stator 7 to the connecting fitting 6 is attached to the tips of the screws 2b and 2c.
尚、プレート1の下端縁に■形突条を設け、上端縁にV
形溝を形成しても差支丸ない。In addition, a ■-shaped protrusion is provided on the lower edge of the plate 1, and a V-shaped protrusion is provided on the upper edge.
Even if a shape groove is formed, there is no difference.
土留プレート1は2枚上下に重ねた状態で柱8に溶接さ
れており、柱8は第7図に示すように連結金具6に形成
した口形部6aが嵌まるチャンネル部8aと隣位のプレ
ートとの間隔調整板部8bとから成る。前記固定子7は
連結金具6の取付部6aにボルトで固着する。Two retaining plates 1 are stacked one on top of the other and welded to a column 8, and the column 8 is a plate adjacent to a channel portion 8a into which a mouth-shaped portion 6a formed on a connecting fitting 6 is fitted, as shown in FIG. and a distance adjusting plate portion 8b. The stator 7 is fixed to the mounting portion 6a of the connecting fitting 6 with bolts.
薄削した浅溝を土留するには、土留プレートを落し込み
、切りばり2を坤ばし、左右の両土留プレートを土留壁
に圧接する。To retain earth in a thinly cut shallow trench, lower the earth retaining plate, press the stub 2, and press both the left and right earth retaining plates against the earth retaining wall.
本発明によれば、土留プレートと切りばりが一体になっ
たものを掘削溝に落し込んでターンバックル式の切りば
りを調節する動作で土留壁を支持てきるので、施工は容
易、急速に行われる。According to the present invention, the earth retaining wall can be supported by dropping the integrated earth retaining plate and cutting beam into the excavation groove and adjusting the turnbuckle type cutting beam, so construction can be easily and quickly carried out. be exposed.
又装置としては各土留プレートが上下で確実に嵌合する
ため、施工後ずれるおそれはない。In addition, since the earth retaining plates fit securely at the top and bottom of the device, there is no risk of them shifting after construction.
そして各部材は施工後取外して何回でも使用することが
できろ。Each component can be removed and used any number of times after installation.
図面は本発明に係る落し込み土留工法を実施する装置の
一列を示したもので、第1図は斜視図、第2図は縦断面
図、第3図は土留プレートの正面図、第4図は平面図、
第5図は第3図A−A’線断面図、第6図は拡大断面図
、第7図は土留プレートの両端に溶接した接続柱と、切
りばりの両端の連結金具の接続状態を示す平面図、第8
図は切りばりの正面図、第9図はその一部の平面図であ
る。
1・・土留プレート 2・切りばり 3−V形溝 4・
・V形突条 6 連結金具 7 固定子8 ・柱
特許出願人 日東鐵工株式会社
代 理 人 土 橋 秀 芙1、
。
同 江 藤 剛fsi
図
第2図
第6!3
λ
手続補正書(自発)
昭和62年4月28日The drawings show a line of equipment for carrying out the drop-in earth retention method according to the present invention. Figure 1 is a perspective view, Figure 2 is a vertical sectional view, Figure 3 is a front view of the earth retention plate, and Figure 4 is a plan view,
Figure 5 is a cross-sectional view taken along the line A-A' in Figure 3, Figure 6 is an enlarged cross-sectional view, and Figure 7 shows the connection between the connecting columns welded to both ends of the retaining plate and the connecting fittings at both ends of the stub. Plan, No. 8
The figure is a front view of the cutting beam, and FIG. 9 is a plan view of a part thereof. 1. Retaining plate 2. Cut bar 3. V-shaped groove 4.
・V-shaped protrusion 6 Connecting metal fitting 7 Stator 8 ・Column patent applicant Nitto Iron Works Co., Ltd. Agent Hide Tsuchihashi 1,
. Tsuyoshi Eto fsi
Figure 2 Figure 6!3 λ Procedural amendment (voluntary) April 28, 1988
Claims (2)
が内側にずれることのない嵌合状態にして順次重ねて結
合し、結合された上下の左右両土留プレートに伸縮可能
な切りばりを取付けて土留プレートと切りばりを一体に
し、そのまま掘削した溝の土留壁内に落し込み切りばり
を突張って固定する落し込み土留工法。(1) Retaining plates made of light metal, etc., are stacked one on top of the other in a fitted state where the top and bottom do not shift inward, and are joined together, and extensible stubs are attached to the joined upper and lower left and right retaining plates. A drop-in earth retaining method in which the plate and cut beam are integrated, and the cut beam is stretched and fixed within the earth retaining wall of the excavated trench.
右に当てた土留プレートを突張る切りばりとから構成さ
れ、土留プレートはその上端縁又は下端縁の一方がほぼ
V形の突条、他方が突条に嵌合する凹形溝となし、前記
切りばりはターンバックル式に伸縮可能である落し込み
土留装置。(2) It consists of a retaining plate made of light metal, etc., and a stub that extends the retaining plate on the left and right sides of the retaining wall. The other end is a concave groove that fits into the protrusion, and the cut beam is expandable and retractable in a turnbuckle type.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13468086A JPS62291329A (en) | 1986-06-10 | 1986-06-10 | Method and apparatus for drop-in sheathing work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP13468086A JPS62291329A (en) | 1986-06-10 | 1986-06-10 | Method and apparatus for drop-in sheathing work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62291329A true JPS62291329A (en) | 1987-12-18 |
Family
ID=15134058
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP13468086A Pending JPS62291329A (en) | 1986-06-10 | 1986-06-10 | Method and apparatus for drop-in sheathing work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62291329A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5290129A (en) * | 1991-08-15 | 1994-03-01 | Rody Kenneth G | Trench shield assembly |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51128106A (en) * | 1975-04-30 | 1976-11-08 | Naoto Abe | Method of building manhole* basement and so on |
JPS596974A (en) * | 1982-07-05 | 1984-01-14 | カネボウ株式会社 | Washing method |
-
1986
- 1986-06-10 JP JP13468086A patent/JPS62291329A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51128106A (en) * | 1975-04-30 | 1976-11-08 | Naoto Abe | Method of building manhole* basement and so on |
JPS596974A (en) * | 1982-07-05 | 1984-01-14 | カネボウ株式会社 | Washing method |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5290129A (en) * | 1991-08-15 | 1994-03-01 | Rody Kenneth G | Trench shield assembly |
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