JPH0426556Y2 - - Google Patents

Info

Publication number
JPH0426556Y2
JPH0426556Y2 JP1988035017U JP3501788U JPH0426556Y2 JP H0426556 Y2 JPH0426556 Y2 JP H0426556Y2 JP 1988035017 U JP1988035017 U JP 1988035017U JP 3501788 U JP3501788 U JP 3501788U JP H0426556 Y2 JPH0426556 Y2 JP H0426556Y2
Authority
JP
Japan
Prior art keywords
shaft
opening
column
lining plate
pipe
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
JP1988035017U
Other languages
Japanese (ja)
Other versions
JPH01141894U (en
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 filed Critical
Priority to JP1988035017U priority Critical patent/JPH0426556Y2/ja
Publication of JPH01141894U publication Critical patent/JPH01141894U/ja
Application granted granted Critical
Publication of JPH0426556Y2 publication Critical patent/JPH0426556Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 立坑から道路の地下部分にヒユーム管等を投入
し、所定の路線に沿つて押管、敷設する工事は、
第6図で示す様に先ず、交通量のない夜間におい
て立坑1を塞いでいる覆工板8をトラツククレー
ン9により取除き立坑開口部11を開く。次いで
この立坑開口部11からトラツククレーン9等を
介してヒユーム管74を投入し、推進ジヤツキ7
5等によつて押管、敷設してゆく。一方昼間にお
いては交通量も多く、交通止を行つて上記押管、
敷設工事を行うには甚だ都合が悪く、その為覆工
板8をトラツククレーン9等によつて吊り下し、
立坑開口部11を塞いで通常の道路と成す。
[Detailed explanation of the invention] <Industrial application field> Construction work in which a Huyum pipe, etc. is introduced from a vertical shaft into the underground part of a road, and the pipe is pushed and laid along a predetermined route.
As shown in FIG. 6, first, at night when there is no traffic, the lining plate 8 blocking the shaft 1 is removed by a truck crane 9, and the shaft opening 11 is opened. Next, the hump pipe 74 is introduced through the shaft opening 11 via the truck crane 9, etc., and the propulsion jack 7
5 etc. will be used to push the pipe and lay it. On the other hand, during the day, there was a lot of traffic, and traffic was stopped.
It was extremely inconvenient to carry out the laying work, so the lining board 8 was suspended by a truck crane 9, etc.
The shaft opening 11 is closed to form a normal road.

〈考案が解決しようとする課題〉 以上の様に交通量の多い道路の地下部分にヒユ
ーム管等を押管、敷設する場合は、夜間にのみ工
事を行い昼間は覆工板にて立坑の開口部を塞いで
いる。その為、工事の初め、終りには夫々覆工板
を移動し、取付ける等の工事を必要とする。よつ
て工事期間が長びき且つ又施工費の高騰原因とも
なつている。又覆工板を取外す手段としてもトラ
ツククレーン等の装置、設備を必要とする等多く
の問題を呈している。
<Problems to be solved by the invention> As mentioned above, when pushing and laying Huyume pipes etc. underground on roads with heavy traffic, the construction work should be carried out only at night, and during the day the opening of the shaft should be closed using lining boards. is blocking the section. Therefore, it is necessary to move and install the lining boards at the beginning and end of the construction work. As a result, the construction period is lengthened and construction costs are also rising. Furthermore, the method of removing the lining plate requires equipment such as a truck crane, which presents many problems.

〈課題を解決するための手段〉 本考案は、上記課題に鑑み案出されたもので、
立坑内に内柱と外柱とから成る伸縮柱を立設し、
この内柱の上部に覆工板を取付けて該内柱を昇降
ジヤツキにより伸長させることで、覆工板を上昇
させて立坑の地上開口部を開き、更に内柱を縮小
させることにより、覆工板を下降させて該立坑の
地上開口部を閉じるものである。
<Means for solving the problem> The present invention was devised in view of the above problem.
A telescopic column consisting of an inner column and an outer column is erected in the shaft,
A lining plate is attached to the top of this inner column and the inner column is extended by a lifting jack.The lining plate is raised to open the above-ground opening of the shaft, and by further reducing the inner column, the lining is expanded. The above-ground opening of the shaft is closed by lowering the plate.

〈作用〉 すなわち夜間の作業時においては、昇降ジヤツ
キを伸長させて覆工板を上昇させれば立坑の地上
開口部が開かれ、この地上開口部から排土作業を
行い、更にヒユーム管等を投入すればよい。又昼
間の作業終了時には昇降ジヤツキを縮めて覆工板
を元に下降させれば立坑の地上開口部は閉じら
れ、通常の道路上面を成すことになる。よつて覆
工板自体を取外し、取付ける為のトラツククレー
ン等を要さず、しかも立坑内に伸縮柱を立設する
丈で作業の邪魔になることもない。
<Function> In other words, when working at night, by extending the lifting jack and raising the lining plate, the above-ground opening of the shaft will be opened, soil will be removed from this above-ground opening, and the hump pipe etc. will be opened. Just put it in. Also, at the end of the daytime work, by retracting the lifting jack and lowering the lining plate, the above-ground opening of the shaft will be closed and the top surface of the normal road will be formed. Therefore, there is no need for a truck crane or the like to remove and install the lining plate itself, and furthermore, the length allows the telescopic column to be erected within the shaft, so it does not interfere with the work.

〈実施例〉 以下図面に基づき本考案の立坑地上開口部の開
閉装置を詳細に説明する。
<Example> The opening/closing device for an above-ground shaft opening of the present invention will be described in detail below with reference to the drawings.

第1図は本考案の開閉装置を用いた押管、敷設
工事を説明する側面概略図であり、第2図は同正
面図である。先ず立坑地上開口部の開閉装置を説
明する。この開閉装置は、立坑1内の隅部に各1
本すなわち合計4本の伸縮柱2を立設し、該伸縮
柱2に梁材4を架設して、所謂やぐら状を成し、
該梁材4には鋼板等から成る覆工板5を取付けて
成る。又梁材4の略中間にはヒユーム管の敷設方
向に向けて移動ホイストビーム6が電動トロリー
61を介して設けられており、更に移動ホイスト
ビーム6には電動ホイスト62が走行自在に取付
けられている。第3図は、伸縮柱2の伸縮機構を
説明する概略図である。すなわち伸縮柱2は、中
空状の外柱21とこの外柱21に嵌挿された同中
空状の内柱22から成る。内柱22はこの昇降ジ
ヤツキ3によつて伸長、縮小される。外柱21の
下部にはベース23が取付けられ、このベース2
3上に昇降ジヤツキ3が取付けられている。すな
わち昇降ジヤツキ3の伸縮管31に設けたスプロ
ケツト32にチエーン33を張架し、且つ該チエ
ーン33の一端をベース23に設けたチエーンア
ンカー24に結束し、他の一端を内柱22の下端
22aに取着したものである。よつて昇降ジヤツ
キ3を伸長させると、この伸長ストロークの約2
倍のストロークまで内柱22は上昇し、伸縮柱2
全体を伸長させることになる。一方ストロークの
1/2だけ昇降ジヤツキ3を縮小させることによつ
て、内柱22が外柱21内に収納される結果、ス
トローク分丈伸縮柱2が縮小される。この様に昇
降ジヤツキ3を主たる構成とする伸縮機構が各伸
縮柱2内に設けられており、昇降ジヤツキ3自体
には、図示しないマルチポンプからの空気圧若し
くは油圧を分流弁にて分岐伝送し、よつて昇降ジ
ヤツキ3を同期的に駆動させ得る。
FIG. 1 is a schematic side view illustrating a push pipe and installation work using the opening/closing device of the present invention, and FIG. 2 is a front view thereof. First, the opening/closing device for the above-ground shaft opening will be explained. This opening/closing device is installed at each corner of the shaft 1.
A total of four telescopic pillars 2 are erected, and beams 4 are constructed on the telescopic pillars 2 to form a so-called tower shape.
A lining plate 5 made of a steel plate or the like is attached to the beam 4. Further, a movable hoist beam 6 is provided approximately in the middle of the beam 4 via an electric trolley 61 in the direction in which the humid pipe is laid, and an electric hoist 62 is further attached to the movable hoist beam 6 so as to be movable. There is. FIG. 3 is a schematic diagram illustrating the telescoping mechanism of the telescoping column 2. FIG. That is, the telescopic column 2 includes a hollow outer column 21 and a hollow inner column 22 fitted into the outer column 21. The inner column 22 is expanded and contracted by this lifting jack 3. A base 23 is attached to the lower part of the outer column 21, and this base 2
A lifting jack 3 is attached on top of the lifting jack 3. That is, a chain 33 is stretched around a sprocket 32 provided on a telescopic tube 31 of the lifting jack 3, one end of the chain 33 is tied to a chain anchor 24 provided on a base 23, and the other end is attached to a lower end 22a of an inner column 22. This is what was attached to it. Therefore, when the lifting jack 3 is extended, approximately 2 of this extension stroke
The inner column 22 rises to double the stroke, and the telescopic column 2
It will extend the whole thing. On the other hand, by reducing the lifting jack 3 by 1/2 of the stroke, the inner column 22 is accommodated within the outer column 21, and as a result, the length of the telescopic column 2 is reduced by the length of the stroke. In this way, a telescoping mechanism whose main component is the elevating jack 3 is provided in each telescoping column 2, and to the elevating jack 3 itself, pneumatic pressure or oil pressure from a multi-pump (not shown) is branched and transmitted using a distribution valve. Therefore, the lifting jacks 3 can be driven synchronously.

尚伸縮機構は全ての伸縮柱に設ける必要はな
く、必要に応じて、例えば対角線上に位置する一
対の伸縮柱に設けても同様に駆動する。
Note that the telescopic mechanism does not need to be provided on all the telescopic columns, and if necessary, it may be provided, for example, on a pair of diagonally located telescopic columns, and the mechanism will be driven in the same way.

次に上記立坑地上開口部の開閉装置を用いたヒ
ユーム管の押管、敷設工事を説明する。
Next, we will explain how to push and lay a hump pipe using the above-mentioned opening/closing device for the above-mentioned shaft opening.

先ず上述した昇降ジヤツキ3を伸長させて伸縮
柱2を伸ばし、第4図で示す様に覆工板5を上昇
させ、立坑開口部11を開く、そしてトラツク7
6等の搬送手段によつて近傍まで搬送されたヒユ
ーム管74に対して電動トロリー61を介して移
動ホイストビーム6を伸ばし、更に電動ホイスト
62によつて掛着器63をヒユーム管74に掛着
させて持ち上げ、立坑開口部11から立坑1内に
投入する。一方移動式架台72上に設けられた土
砂ホツパ73は推進ジヤツキ75の上部に退避し
ており、ヒユーム管74の投入に際して邪魔には
ならない。尚ヒユーム管74の投入に先立つてヒ
ユーム管74が押管、敷設するところの掘削土砂
をバケツト71へ投入するとともに、土砂ホツパ
73介して電動ホイスト62により立坑1の外部
に排出する。
First, the above-mentioned lifting jack 3 is extended to extend the telescopic column 2, the lining plate 5 is raised as shown in FIG. 4, the shaft opening 11 is opened, and the truck 7
The movable hoist beam 6 is extended via the electric trolley 61 to the fume pipe 74 that has been transported to the vicinity by a conveyance means such as 6, and the hoist 63 is further hung on the fume pipe 74 by the electric hoist 62. Then lift it up and throw it into the shaft 1 through the shaft opening 11. On the other hand, the earth and sand hopper 73 provided on the movable pedestal 72 is retracted above the propulsion jack 75 and does not get in the way when the fume pipe 74 is introduced. In addition, prior to charging the hume pipe 74, the excavated earth and sand to be laid are put into the bucket 71 by the hume pipe 74 and discharged to the outside of the shaft 1 via the earth and sand hopper 73 by the electric hoist 62.

斯かる状態においてヒユーム管74を所定位置
に配置し、推進ジヤツキ75の推進力によつて所
定位置まで押管され、敷設される。
In this state, the fume pipe 74 is placed at a predetermined position, and the pipe is pushed to a predetermined position by the propulsion force of the propulsion jack 75 and laid.

上記作業が終了した後、例えば昼間において再
び昇降ジヤツキ3を縮小させて覆工板5を下降さ
せて立坑開口部11を覆う。この覆工板5に塞が
れた立坑開口部は通常の道路面と成す。
After the above-mentioned work is completed, the lifting jack 3 is reduced again in the daytime, for example, and the lining plate 5 is lowered to cover the shaft opening 11. The shaft opening covered by this lining plate 5 forms a normal road surface.

上記の説明では夜間に土砂の掘削作業、ヒユー
ム管の投入作業及び押管、敷設作業を行い、昼間
に覆工板を閉じて作業を中止させているが、必ず
しもこの手順にとらわれることなく、例えば昼間
における工事に際しても通行を一旦止めて上記同
様覆工板を持上げて土砂の搬出、ヒユーム管の搬
入を行つた後、該覆工板を降ろして立坑開口部1
1を閉じて通行止を解除するとともに、立坑内で
は推進ジヤツキにより押管、敷設作業を継続的に
行うことも可能である。
In the above explanation, the excavation work of earth and sand, the work of introducing the humid pipe, the work of pushing the pipe, and the laying work are performed at night, and the work is stopped by closing the lining board during the day, but it is not necessarily limited to this procedure. During the daytime construction work, traffic is temporarily stopped and the lining board is lifted to carry out the earth and sand and the humid pipe is brought in, as described above, and then the lining board is lowered and the shaft opening 1 is opened.
1 and lift the traffic closure, it is also possible to continue pushing and laying pipes inside the shaft using propulsion jacks.

〈考案の効果〉 以上説明した様に本考案の立坑地上開口の開閉
装置は、工事の開始及び工事の終了時にトラツク
クレーン等を用いることなく覆工板を昇降させる
ことができる。よつて道路の下部におけるヒユー
ム管の押管、敷設作業を極めて容易に為さしめ
る。又夜間のみならず、交通量のある昼間におい
ても交通止を適宜行うことによつて押管工事を継
続的に進めることができ、工事コストの低減とと
もに工事期間の大幅な縮小をもたらす等、極めて
実用的効果が大きい。
<Effects of the invention> As explained above, the opening/closing device for above-ground shaft openings of the present invention can raise and lower the lining plate without using a truck crane or the like at the start and end of construction. Therefore, the work of pushing and laying the hump pipe under the road is made extremely easy. In addition, by appropriately stopping traffic not only at night, but also during the day when there is heavy traffic, it is possible to continue the pipework construction, which is extremely effective, reducing construction costs and significantly shortening the construction period. It has great practical effects.

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

第1図は、本考案の開閉装置を用いた押管、敷
設作業を説明する側面図、第2図は、同正面図、
第3図は、伸縮管の伸縮機構を説明する概略図、
第4図は、立坑開口部を開いた状態を示す側面概
略図、第5図は、同正面概略図、第6図は、従来
の押管、敷設工事を説明する概略図である。 1……立坑、11……立坑開口部、2……伸縮
管、21……外柱、22……内柱、3……昇降ジ
ヤツキ、5……覆工板。
Fig. 1 is a side view illustrating a push pipe and laying work using the opening/closing device of the present invention, Fig. 2 is a front view of the same,
FIG. 3 is a schematic diagram illustrating the expansion and contraction mechanism of the expansion and contraction tube;
FIG. 4 is a schematic side view showing the shaft opening in an open state, FIG. 5 is a schematic front view thereof, and FIG. 6 is a schematic diagram illustrating a conventional push pipe and construction work. 1... Vertical shaft, 11... Shaft opening, 2... Expandable pipe, 21... Outer column, 22... Inner column, 3... Lifting jack, 5... Lining plate.

Claims (1)

【実用新案登録請求の範囲】 内柱と外柱から成る伸縮柱を立坑内に立設し、
該内柱の上部に覆工板を取付けたものであつて、 前記伸縮柱の内柱を昇降ジヤツキにより伸長さ
せて覆工板を上昇させるとともに前記立坑の地上
開口部を開き、同内柱を縮小させて覆工板を下降
させるとともに、該立坑の地上開口部を閉じるこ
とを特徴とする立坑地上開口部の開閉装置。
[Scope of claim for utility model registration] A telescopic column consisting of an inner column and an outer column is erected in a shaft,
A lining plate is attached to the upper part of the inner column, and the inner column of the telescopic column is extended by an elevating jack to raise the lining plate, and at the same time, the above-ground opening of the shaft is opened, and the inner column is raised. An opening/closing device for an above-ground shaft opening, characterized in that the above-ground opening of the shaft is closed by reducing the lining plate and lowering the lining plate.
JP1988035017U 1988-03-16 1988-03-16 Expired JPH0426556Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1988035017U JPH0426556Y2 (en) 1988-03-16 1988-03-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988035017U JPH0426556Y2 (en) 1988-03-16 1988-03-16

Publications (2)

Publication Number Publication Date
JPH01141894U JPH01141894U (en) 1989-09-28
JPH0426556Y2 true JPH0426556Y2 (en) 1992-06-25

Family

ID=31261676

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988035017U Expired JPH0426556Y2 (en) 1988-03-16 1988-03-16

Country Status (1)

Country Link
JP (1) JPH0426556Y2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS617999A (en) * 1984-06-21 1986-01-14 株式会社日本自動車部品総合研究所 Return path notifier for running vehicle
JPH0426556U (en) * 1990-06-26 1992-03-03

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59123079U (en) * 1983-02-07 1984-08-18 関東電気工事株式会社 Street retractable gantry crane

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS617999A (en) * 1984-06-21 1986-01-14 株式会社日本自動車部品総合研究所 Return path notifier for running vehicle
JPH0426556U (en) * 1990-06-26 1992-03-03

Also Published As

Publication number Publication date
JPH01141894U (en) 1989-09-28

Similar Documents

Publication Publication Date Title
CN211006710U (en) Support system behind slot
CN108755706A (en) Removable internal support of foundation pit system and foundation ditch construction method
CN218754594U (en) Road engineering installation is with supplementary elevating gear
JPH0426556Y2 (en)
CN105986578A (en) Ejecting pipe construction method of roadside tubular underground garage
JP3356048B2 (en) Construction method of elevated structure using building girder
CN208965557U (en) Removable internal support of foundation pit system
CN207176558U (en) A kind of Telescopic lifting machanism and roadblock
CN111608429B (en) Assembled ultra-deep foundation pit ramp system and construction method thereof
JP3107458U (en) Work floor for shaft construction and its mounting device
CN110409419B (en) Construction method for exploration surrounding well by using underground continuous wall
JPS5941254Y2 (en) Gate type drawing machine
JP4520629B2 (en) Lifting equipment carrying device
JP3373318B2 (en) Transfer device
JP2000351600A (en) Traction type gate shape jack
JPH06101348A (en) Method for constructing tower
GB1566419A (en) Shaft raising
JPH0989159A (en) Pipe line laying method, timbering method, and timbering assembling body
JPS5813860A (en) Running leg car apparatus for moving mold frame
JPS6355277A (en) Construction of liquid storage tank
JP2873611B2 (en) Automatic lifting caisson drilling rig
KR910007029Y1 (en) Pull-out machine for i shape steel
JPH06336723A (en) Earth retaining device
FI71713B (en) GRIPKLO FOER LYFTANDE AV LAONGSTRAECKTA FOEREMAOL
SU1002471A1 (en) Arrangement for supporting slewing platform during excavator repairs