JPS5847097Y2 - Kaisho Department Tsuchidome Box - Google Patents

Kaisho Department Tsuchidome Box

Info

Publication number
JPS5847097Y2
JPS5847097Y2 JP18016079U JP18016079U JPS5847097Y2 JP S5847097 Y2 JPS5847097 Y2 JP S5847097Y2 JP 18016079 U JP18016079 U JP 18016079U JP 18016079 U JP18016079 U JP 18016079U JP S5847097 Y2 JPS5847097 Y2 JP S5847097Y2
Authority
JP
Japan
Prior art keywords
panel
adjustment
panels
box
meeting place
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
Application number
JP18016079U
Other languages
Japanese (ja)
Other versions
JPS56100546U (en
Inventor
俊明 浦本
鉄治 吉田
秀雄 池田
通雄 祐徳
Original Assignee
日本鋼管工事株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 日本鋼管工事株式会社 filed Critical 日本鋼管工事株式会社
Priority to JP18016079U priority Critical patent/JPS5847097Y2/en
Publication of JPS56100546U publication Critical patent/JPS56100546U/ja
Application granted granted Critical
Publication of JPS5847097Y2 publication Critical patent/JPS5847097Y2/en
Expired legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 この考案は、管理設工事に使用する会所部土留ボックス
に関する。
[Detailed description of the invention] This invention relates to a retaining box for a meeting place section used for administrative construction work.

オープン工法による管理設工事においては、管接合のた
めの会所部の土留めを行なうために、鋼矢板を打設し、
また土留ボックスを設置して施工しているが、鋼矢板打
設方式は矢板打設量が多くて能率的でないとされて土留
ボックス設置方式が利用されている。
In controlled construction work using the open construction method, steel sheet piles are driven to retain earth at the meeting place for pipe joints.
In addition, earth retention boxes are installed during construction, but the steel sheet pile driving method is considered inefficient due to the large amount of sheet piles being driven, so the earth retention box installation method is used.

しかしながら、この方式は形状が一定であるので、会所
部に障害物が顕れた場合にはその設置ができなくなるこ
とがあって不便である。
However, since the shape of this method is fixed, it is inconvenient that if an obstacle appears in the hall, it may not be possible to install it.

いま、従来の土留ボックスを会所部に設置した状態を第
1図について説明すれば、前面パネル1および後面パネ
ル1′の所定の幅むよび高さをもち、下部の中央に所定
の形状の切欠きを設けたパネルで、管Pをまたいで打設
される。
Now, to explain the state in which a conventional retaining box is installed in a meeting place with reference to FIG. 1, the front panel 1 and the rear panel 1' have a predetermined width and height, and a cutout of a predetermined shape in the center of the lower part. A panel with a cutout is installed across the pipe P.

一対の側面パネル3は所定の幅および高さをもつパネル
で前記前後面パネル間において該パネル端にその両端を
系合させ、ジヤツキ4,5で前記両パネルを支持させて
その中央に前記の埋設管Pの継手部Aが来るようにし、
このようにして会所部の土留ボックスを構成している。
A pair of side panels 3 are panels having a predetermined width and height, and both ends thereof are joined to the ends of the panels between the front and rear panels, and both the panels are supported by jacks 4 and 5, and the above-mentioned panel is placed in the center of the panels. Make sure that the joint part A of the buried pipe P comes
In this way, the dome box of the meeting place section is constructed.

しかしながら前記会所部に土中障害物Sが顕れた場合に
は、前記前後面および側面パネルが夫々一定の形状をも
っているので土留ボックスの形状も一定であり、そのた
めに障害物部分における打設ができない。
However, if an underground obstacle S appears in the above-mentioned section, since the front and rear and side panels each have a fixed shape, the shape of the retaining box will also be fixed, and therefore, it will not be possible to place concrete in the area of the obstacle. .

この障害物は、特に既設の埋設管が多い市街地等で顕著
に顕れるので、何等かの対策が要望されていた。
Since this obstruction is particularly noticeable in urban areas where there are many existing buried pipes, some kind of countermeasure has been desired.

この考案は、土留ボックスの前後面パネルの幅員を調節
自在にすることによって従来技術の欠点を除いた会所部
土留ボックスを提供することを目的としている。
The object of this invention is to provide a retaining box in a meeting place which eliminates the drawbacks of the prior art by making the width of the front and rear panels of the retaining box adjustable.

つぎに、この考案の実施例を図面によって説明すると、
第2.3.4および5図において、埋設管Pの継手部A
の前後部に夫々打設する一対のパネルは同形状であって
、一対の中央パネル10およびその両側に延設する一対
ずつの調節パネル20からなり、前記中央パネルは下部
中央に埋設管Pをまたげる切欠き11を配設している平
板状を形成し、調節パネルは中央パネルの高さと同高な
長方形平板状を形成し、その上下部において板面を貫い
て幅方向に長き幅員調節用長孔23を二条穿設している
Next, an example of this invention will be explained using drawings.
In Figures 2.3.4 and 5, joint part A of buried pipe P
The pair of panels to be installed at the front and rear of the vehicle have the same shape, and consist of a pair of center panels 10 and a pair of adjustment panels 20 extending on both sides of the center panel. The adjustment panel has a rectangular flat plate shape with a notch 11 that can be straddled, and the adjustment panel has a rectangular flat plate shape that is the same height as the center panel. Two long holes 23 are bored for use.

前記中央パネルの両側板面に調節パネルの板面を接面さ
せて二段間がり調節金具21の一端を中央パネル外側板
面に対接させるとともに、調節パネル外側板面に他端を
対接させて該他端と調節パネルの前記長孔を調節ボルト
ナツト22で締結し、この場合長孔に沿って任意位置に
締結できるから、パネル幅員が調節自在である。
The plate surfaces of the adjustment panel are brought into contact with both side plate surfaces of the central panel, one end of the two-stage gap adjustment fitting 21 is brought into contact with the outer plate surface of the center panel, and the other end is brought into contact with the outer plate surface of the adjustment panel. Then, the other end and the elongated hole of the adjustment panel are fastened with the adjustment bolt nut 22. In this case, since the fastening can be done at any position along the elongated hole, the width of the panel can be adjusted.

また、中央パネル10の両側に打設する両調節パネル2
0の内側板面の外側端に上下を通して開口をもつ箱状断
面の側面パネル係着金具24を固設しである。
In addition, both adjustment panels 2 installed on both sides of the center panel 10
A side panel fastening fitting 24 having a box-shaped cross section and having an opening passing through the upper and lower sides is fixed to the outer end of the inner plate surface of the 0.

ついで、側面パネル30はその両端面から前記側面パネ
ル係着金具に嵌脱自在な爪付係着具31を突設した平板
状を形成していて、該爪付係着具が側面パネル係着金具
に嵌入しながら打設が行なわれる。
Next, the side panel 30 has a flat plate shape with claw fasteners 31 protruding from both end faces thereof, which can be freely fitted into and detached from the side panel fastening metal fittings, and the claw fasteners are used to fasten the side panel. Pouring is performed while fitting into the metal fittings.

さらに、前後部のパネル間には支持ジヤツキ40を、両
側部のパネル間には他の支持ジヤツキ50を夫々配設す
ることで、各々のパネルを支持できる。
Further, each panel can be supported by providing a support jack 40 between the front and rear panels and another support jack 50 between the panels on both sides.

なお、前記の中央パネル10、調節パネル20、二段間
がり調節金具21および側面パネル30の夫々の下端を
テーパ状に形成すれば打設に際して好都合である。
Note that it is convenient for pouring if the lower ends of the center panel 10, adjustment panel 20, two-stage gap adjustment fitting 21, and side panels 30 are each formed into a tapered shape.

したがって、この考案によれば、会所部に障害物が顕れ
たときには、前後部のパネルにおいて調節パネルの片側
、または両側を内あるいは外方に移動させてパネル幅員
を適宜に調節してから、側面パネルを打設することがで
きて障害物を避けられる。
Therefore, according to this invention, when an obstacle appears in the hall, one or both sides of the front and rear panels are moved inward or outward to adjust the panel width appropriately, and then Panels can be placed and obstacles can be avoided.

つぎに、この考案に係る土留ボックスの打設を第6図に
よって述べると、以下の通りである。
Next, the installation of the earth retaining box according to this invention will be described below with reference to FIG.

なお同図において60は布堀ト)部、70は会所部を示
していて、また配管工事は図面にて左から右方向に進行
し、会所部70の左隣りの配管および継手の溶接は終了
していないものとする。
Furthermore, in the same figure, 60 indicates the cloth hole section, and 70 indicates the meeting place section, and the piping work progresses from left to right in the drawing, and welding of the piping and joints adjacent to the left of the meeting place section 70 has been completed. Assume that you have not done so.

まず、■において後部のパネルにおける調節パネル20
を予定位置に打設し、なから会所部70を掘削し、■に
おいて掘削どともに調節パネル側面パネル係着金具24
に側面パネル30の取付係着具31を嵌入しながら側面
パネルを調節パネルに直交させて前方に打設し、さらに
掘削を進めて、■において前記調節パネルおよび側面パ
ネルを予定深さまで打設してから支持ジヤツキ50を当
接させて伸長作動をさせることで側面パネルの土庄によ
る転倒を防止する。
First, in ■, the adjustment panel 20 on the rear panel
At the planned location, excavate the meeting place part 70, and at (2) excavate and attach the adjustment panel side panel attachment fittings 24.
While inserting the attachment fittings 31 of the side panel 30, the side panel is placed perpendicularly to the adjustment panel and placed forward, and the excavation is further advanced, and the adjustment panel and side panel are placed to the planned depth in step (3). After that, the support jack 50 is brought into contact with the support jack 50 to perform the extension operation, thereby preventing the side panel from falling due to the bending.

状況によっては側面パネル打設中に支持ジヤツキを併用
し、また側面土庄が大きいときは支持ジヤツキを複数段
使用し、次いで■のように掘削を続行して適当時期に側
面パネル30の前端で内側に直交して調節パネル20を
前述の■と同様に嵌入して打設し、つぎに、■のように
前後の調節パネル20に支持ジヤツキ40を当接させて
伸長作動をさせることで上圧による転倒を防止するが、
状況によっては調節パネル打設中に前記支持ジヤツキを
併用し、■に示すように余所部の掘削排土がほとんど終
っているので、埋設管P1を布設し、■とじて後部の調
節パネル20に二段間がり調節金具21を調節ボルトナ
ツト22で取付け、前記両調節金具間に中央パネル10
を挿嵌して所定深さまで打設し、ついで、埋設管P□の
継手工事を完了させる。
Depending on the situation, support jacks may be used while pouring the side panel, and if the side wall is large, support jacks may be used in multiple stages, and then excavation is continued as shown in ■, and at the appropriate time, the front end of the side panel 30 is placed inside. Insert and cast the adjustment panel 20 perpendicularly to the panel 20 in the same manner as in the above-mentioned (■). Next, as in (■), the support jacks 40 are brought into contact with the front and rear adjustment panels 20 to cause them to extend, thereby increasing the upper pressure. This prevents falls due to
Depending on the situation, the above-mentioned support jacks may also be used during the installation of the adjustment panel, and as shown in ■, since the excavation and removal of soil in the remaining areas is almost completed, the buried pipe P1 is laid, and the rear adjustment panel 20 is closed. A two-stage gap adjustment fitting 21 is attached to the center panel 10 with an adjustment bolt nut 22, and a center panel 10 is attached between the two adjustment fittings.
is inserted and cast to a predetermined depth, and then the joint work for the buried pipe P□ is completed.

■では会所部前方の布掘りを施工して、■において埋設
管P2を所定位置に配列し、[相]において最後に前部
の調節パネル20の両調節金具21間に中央パネル10
を挿嵌して所定深さまで打設する。
In step 2, construct the cloth digging in front of the meeting place, arrange the buried pipes P2 in the predetermined positions in step 3, and finally in step 2, install the central panel 1 between both adjustment fittings 21 of the front adjustment panel 20.
Insert and drive to the specified depth.

前述の工法を繰り返し、施工するのであるが、上述■記
載の工事において障害物Sのために側面パネル30を打
設できない場合には、調節ポルI・ナツト22を緩徐し
て調節パネル20をその幅員調節用長孔23に沿って所
要長さだけ移動して該障害物を避けてから、前記ボルト
ナツトを再緊締し、さらに側面パネル30を前記の移動
した調節パネル20の側面パネル係着金具24に係合さ
せて打設することになる。
The construction is carried out by repeating the above-mentioned construction method, but if the side panel 30 cannot be cast due to the obstacle S during the construction described in (1) above, the adjustment panel 20 can be moved by slowly tightening the adjustment pole I/nut 22. After avoiding the obstacle by moving the required length along the width adjustment elongated hole 23, tighten the bolts and nuts again, and then attach the side panel 30 to the side panel fastening fitting 24 of the adjusted panel 20 that has been moved. This means that the concrete is engaged with the concrete.

上述したように、この考案は、中央パネルの両側に配設
する調節パネルを移動させてパネル幅員を調節すること
によって障害物を避けた土留ボックスを構成できるから
、産業上の利用価値が大きい。
As mentioned above, this invention has great industrial utility because it is possible to construct a retaining box that avoids obstacles by moving the adjustment panels disposed on both sides of the central panel and adjusting the panel width.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は、従来の会所部土留ボックスの平面図、第2,
3および4図は、この考案の実施例を示す夫々平面、正
面および側面図、第5図は、この考案に係る中央パネル
、調節パネルおよび二段間がり調節金具の係合関係を示
す部分拡大横断平面図、第6図は、会所部土留ボックス
の打設順序を示す平面図であられした説明図である。 10・・・・・・中央パネル、20・・・・・・調節パ
ネル、21・・・・・・二段間がり調節金具、22・・
・・・・調節ボルトナツト、23・・・・・・幅員調節
用長孔、24・・・・・・側面パネル係着金具、30・
・・・・・側面パネル、31・・・・・・爪付係着具、
40゜50・・・・・・支持ジヤツキ、70・・・・r
・会所部。
Figure 1 is a plan view of the conventional earth retaining box in the meeting place;
Figures 3 and 4 are plan, front, and side views showing an embodiment of this invention, respectively, and Figure 5 is a partially enlarged view showing the engagement relationship of the center panel, adjustment panel, and two-stage gap adjustment fitting according to this invention. The cross-sectional plan view, FIG. 6, is an explanatory plan view showing the order of placing the earth retaining boxes in the meeting place. 10...Central panel, 20...Adjustment panel, 21...Double gap adjustment fitting, 22...
...Adjustment bolt nut, 23...Elongated hole for width adjustment, 24...Side panel attachment fitting, 30.
...Side panel, 31...Claw attachment,
40゜50...Support jack, 70...r
・Kaisho Department.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 前後部に着脱可能に打設する一対の中央パネルの各々両
側に調節パネルを延設し、該調節パネルの外側端に各々
側面パネルを配設してなることを特徴とする会所部土留
ボックス。
A dome box for a meeting place section, characterized in that a pair of center panels are removably installed at the front and rear, adjustment panels are extended on both sides of each, and side panels are arranged at the outer ends of the adjustment panels.
JP18016079U 1979-12-27 1979-12-27 Kaisho Department Tsuchidome Box Expired JPS5847097Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18016079U JPS5847097Y2 (en) 1979-12-27 1979-12-27 Kaisho Department Tsuchidome Box

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18016079U JPS5847097Y2 (en) 1979-12-27 1979-12-27 Kaisho Department Tsuchidome Box

Publications (2)

Publication Number Publication Date
JPS56100546U JPS56100546U (en) 1981-08-07
JPS5847097Y2 true JPS5847097Y2 (en) 1983-10-27

Family

ID=29690615

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18016079U Expired JPS5847097Y2 (en) 1979-12-27 1979-12-27 Kaisho Department Tsuchidome Box

Country Status (1)

Country Link
JP (1) JPS5847097Y2 (en)

Also Published As

Publication number Publication date
JPS56100546U (en) 1981-08-07

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