CN104563484B - A kind of building outrigger steel tube auxiliary butt joint mechanism - Google Patents

A kind of building outrigger steel tube auxiliary butt joint mechanism Download PDF

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Publication number
CN104563484B
CN104563484B CN201510052292.8A CN201510052292A CN104563484B CN 104563484 B CN104563484 B CN 104563484B CN 201510052292 A CN201510052292 A CN 201510052292A CN 104563484 B CN104563484 B CN 104563484B
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China
Prior art keywords
upper bush
shaft
head
sleeve
rotating shaft
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CN201510052292.8A
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CN104563484A (en
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不公告发明人
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Amperex Technology Limited, Jiangsu
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胡妍
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Priority to CN201510052292.8A priority Critical patent/CN104563484B/en
Priority claimed from CN201210473604.9A external-priority patent/CN102953544B/en
Publication of CN104563484A publication Critical patent/CN104563484A/en
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Abstract

The invention discloses a kind of building outrigger steel tube auxiliary butt joint mechanism, including upper bush, lower sleeve, a support shaft, a stabiliser bar and a turbine worm reducer structure, described turbine worm reducer structure is fixed on the top of support shaft, turbine wheel shaft is coaxially connected with another rotating shaft of upper bush, and worm shaft is manual operation unit;Shaft head across arc body, forms coupling head, and coupling head vertical direction is straight line, straight line two head has two bolts hole, and horizontal direction becomes semi arch, and its radius is equal to upper bush external diameter, coupling head two head has two bolts hole, and rotating shaft is fixed on described upper bush by four bolts.The present invention has preferable Social and economic benef@.

Description

A kind of building outrigger steel tube auxiliary butt joint mechanism
Technical field
The application is Application No. 201210473604.9, filing date on November 20th, 2012, and invention and created name is The divisional application of the application for a patent for invention of " building outrigger steel tube auxiliary butt joint mechanism ".
Background technology
In Construction of highrise buildings, overlap joint steel pipe outrigger is requisite, is also highly important.But set up at it Process is by manually completing entirely, and when especially docking a vertical steel pipe on vertical steel pipe, difficulty is the biggest.Often must need Want that strength is big, skilled worker could be competent at this task.And danger is the highest, one has accidentally, will result in tight The consequence of weight.
At present, the most not can be used in overlapping outrigger steel pipe, alleviate workman's work and improve the device of security.
Summary of the invention
The purpose of the present invention, it is simply that for problem present in existing building practice, and provide a kind of for setting up vertically The technical scheme of steel pipe, it is simple that the program not only has mechanism structure, and it is easy to operate.
The present invention solves its technical problem and is adopted the technical scheme that: a kind of building outrigger steel tube auxiliary butt joint mechanism, by Following sections is constituted, and upper bush, upper bush is consisted of the two of bolt-connection semi arches side hinge-coupled opposite side , each semi arch is respectively fixed with a rotating shaft, lower sleeve, lower sleeve cross section is the double sleeve of 8-shaped, including fixing Sleeve and folding sleeve, wherein folding sleeve is made up of two semi arches of side hinge-coupled opposite side bolt-connection, institute Stating fixing sleeve and be provided with a trip bolt, a support shaft, described support shaft bottom is inserted in the fixing sleeve of lower sleeve, and The support shaft coordinated with described trip bolt is provided with the deepest top-down wedge-shaped slot, a stabiliser bar, stabiliser bar upper end with The rotating shaft loose joint of upper bush side, stabiliser bar lower end is fixing with lower sleeve to be connected, a turbine worm reducer structure, described turbine snail Bar reducing gear is fixed on the top of support shaft, and turbine wheel shaft is coaxially connected with another rotating shaft of upper bush, and worm shaft is manually operated Portion;Shaft head across arc body, forms coupling head, and coupling head vertical direction is straight line, and coupling head two head has two spiral shells Keyhole, horizontal direction becomes semi arch, and its radius is equal to upper bush external diameter, and coupling head two head has two bolts hole, and rotating shaft is passed through Four bolts are fixed on described upper bush.
The invention has the beneficial effects as follows: for not having this engineering goods on building site, the present invention is the auxiliary work that a kind of letter is answered Part, can help builder to alleviate manual labor, have the highest Social and economic benef@.
Accompanying drawing explanation
Fig. 1 is the front view of the present invention;
Fig. 2 is the left view of the present invention;
Fig. 3 is the right view of the present invention;
Fig. 4 is turbine and worm mechanism;
Fig. 5 is rotating shaft and the side view of coupling head head construction schematic diagram;
Fig. 6 is rotating shaft and the top view of coupling head head construction schematic diagram;
Fig. 7 is the EE sectional view in Fig. 1;
Fig. 8 is the CC sectional view in Fig. 1;
Fig. 9 is this programme auxiliary docking steel pipe process schematic;
In figure: 1 upper bush, 2 rotating shafts, 21 coupling heads, 3 lower sleeves, 31 fix sleeve, 32 folding sleeves, 33 fastening spiral shells Nail, 4 support shafts, 41 wedge-shaped slots, 5 stabiliser bars, 6 turbine worm reducer structures, 61 turbine wheel shafts, 62 worm shafts, 71 the A piece steel pipe, 72 second steel pipes, 73 steel pipes couple fastener.
Detailed description of the invention
As shown in Fig. 1~Fig. 8,
For the technical characterstic of this programme can be clearly described, below by a detailed description of the invention, and combine its accompanying drawing, this programme is entered Row illustrates.
This kind of building outrigger steel tube auxiliary butt joint mechanism, is made up of following sections, upper bush 1, and upper bush 1 is by side Hinge-coupled opposite side is by two semi arch compositions of bolt-connection, and bolt hole is shoulder hole, and so cladding needs connection Outrigger rod member.Each semi arch is respectively fixed with a rotating shaft 2, this rotating shaft 2 head across arc body, form connection Joint 21, as shown in Figure 5, Figure 6, coupling head vertical direction is straight line, and straight line two head has two bolts hole, and horizontal direction becomes Semi arch, its radius is equal to upper bush external diameter, and coupling head two head has two bolts hole, and rotating shaft is fixed on institute by four bolts On the upper bush 1 stated.
Lower sleeve 3, lower sleeve 3 cross section is the double sleeve of 8-shaped, including fixing sleeve 31 and folding sleeve 32, Qi Zhongkai Trap cylinder is made up of two semi arches of side hinge-coupled opposite side bolt-connection, and bolt hole is shoulder hole, is so coated with Need the outrigger rod member connected.Fixing sleeve is provided with a trip bolt 33, is used for fixing support shaft 4.
Support shaft 4, support shaft 4 bottom is inserted in the fixing sleeve 31 of lower sleeve, and coordinating with described trip bolt Support shaft is provided with the deepest top-down wedge-shaped slot 41, and support shaft upper end becomes body structure to be used for installing turbine and worm deceleration Mechanism 6.
Stabiliser bar 5, there is circular port stabiliser bar upper end, is enclosed within rotating shaft, nut carry out axial restraint, rotatably, it is achieved Connection with upper bush 1;Stabiliser bar lower ending opening, is fixed on lower sleeve 3 by nut.The most both can ensure that upper bush existed Smooth rotation in vertical plane.
Turbine worm reducer structure 6, turbine worm reducer structure is fixed on the top of support shaft 4, turbine wheel shaft 61 and upper set Another rotating shaft of cylinder is coaxially connected, and worm shaft 62 is manual operation unit, and operating portion is a hex nut shape, it is possible to use pull Hand operates.
As it is shown in figure 9, this programme auxiliary docking steel pipe process is as follows:
The first step, a people stands in be needed to erect steel pipe position, and the folding sleeve of lower sleeve 3 is fixed on first steel pipe of setting On 71, install stabiliser bar 5.Another people by flat for second steel pipe 72 to be erect close from flooring, stand in and needs to erect The people of steel pipe position is fixed on upper bush, as shown in Figure 9 A.
Second step, is slowly turned worm end D or F by spanner, drives upper bush to erect by turbine worm reducer structure Vertical, first steel pipe 71 to be erect slowly erects.And due to the self-locking performance of turbine and worm, due to the weight of steel pipe Power, not enough in workman's strength or when stopping operation, can prevent steel pipe from falling.Steel pipe is coupled fastener 73 and puts into the second of setting Root steel pipe 72 head, as shown in Figure 9 B.
3rd step, turns at H, unclamps stabiliser bar 5, as shown in Figure 9 C.
4th step, slowly turns screw at G, allows support shaft 4, to be erect first steel pipe 71 slowly fall, to upper Steel pipe couples fastener, such as Fig. 9 D.
5th step, tightens steel pipe and couples fastener, unload this docking mechanism, both completed the docking of steel pipe, such as Fig. 9 E.
In addition to the technical characteristic described in specification, it is the known technology of those skilled in the art.

Claims (1)

1. a building outrigger steel tube auxiliary butt joint mechanism, it is characterised in that be made up of following sections, upper bush, upper bush is It is made up of by the two of bolt-connection semi arches side hinge-coupled opposite side, each semi arch is respectively fixed with one Rotating shaft, lower sleeve, lower sleeve cross section is the double sleeve of 8-shaped, including fixing sleeve and folding sleeve, wherein folding sleeve be by Two semi arches composition of side hinge-coupled opposite side bolt-connection, described fixing sleeve is provided with a trip bolt, and one Support shaft, described support shaft bottom is inserted in the fixing sleeve of lower sleeve, and sets in the support shaft coordinated with described trip bolt There are the rotating shaft loose joint of the deepest top-down wedge-shaped slot, a stabiliser bar, stabiliser bar upper end and upper bush side, stabiliser bar lower end Fixing with lower sleeve and be connected, a turbine worm reducer structure, described turbine worm reducer structure is fixed on the top of support shaft, whirlpool Wheel shaft is coaxially connected with another rotating shaft of upper bush, and worm shaft is manual operation unit;Shaft head across arc body, is formed Coupling head, coupling head vertical direction is straight line, and coupling head two head has two bolts hole, and horizontal direction becomes semi arch, its radius etc. In upper bush external diameter, coupling head two head has two bolts hole, and rotating shaft is fixed on described upper bush by four bolts.
CN201510052292.8A 2012-11-20 2012-11-20 A kind of building outrigger steel tube auxiliary butt joint mechanism Active CN104563484B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510052292.8A CN104563484B (en) 2012-11-20 2012-11-20 A kind of building outrigger steel tube auxiliary butt joint mechanism

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201510052292.8A CN104563484B (en) 2012-11-20 2012-11-20 A kind of building outrigger steel tube auxiliary butt joint mechanism
CN201210473604.9A CN102953544B (en) 2012-11-20 2012-11-20 Building outrigger steel tube auxiliary butt joint mechanism

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CN201210473604.9A Division CN102953544B (en) 2012-11-20 2012-11-20 Building outrigger steel tube auxiliary butt joint mechanism

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CN104563484A CN104563484A (en) 2015-04-29
CN104563484B true CN104563484B (en) 2016-08-17

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111058613B (en) * 2020-01-09 2021-06-08 中国华冶科工集团有限公司 Auxiliary device is connected to pipe

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1982002919A1 (en) * 1981-02-18 1982-09-02 Fritz Torben Steffensen Collapsible scaffolding
EP0513489A1 (en) * 1991-05-15 1992-11-19 Österreichische DOKA Schalungstechnik Gesellschaft m.b.H. Stackable scaffolding frames
CN2411302Y (en) * 1999-12-09 2000-12-20 钱水明 Connecting positioning fastener for scaffold steel pipe
CN2605344Y (en) * 2003-02-20 2004-03-03 史明栋 Building scaffold external pipe connection knot
CN201250508Y (en) * 2008-08-27 2009-06-03 何勇 Steel tube scaffold wedging butt-joint fastener
JP2010248795A (en) * 2009-04-16 2010-11-04 Kunimoto Co Ltd Member mounting bracket for temporary scaffold
CN202187544U (en) * 2011-08-12 2012-04-11 周亚东 Straight pipe type screw-free fastener

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1982002919A1 (en) * 1981-02-18 1982-09-02 Fritz Torben Steffensen Collapsible scaffolding
EP0513489A1 (en) * 1991-05-15 1992-11-19 Österreichische DOKA Schalungstechnik Gesellschaft m.b.H. Stackable scaffolding frames
CN2411302Y (en) * 1999-12-09 2000-12-20 钱水明 Connecting positioning fastener for scaffold steel pipe
CN2605344Y (en) * 2003-02-20 2004-03-03 史明栋 Building scaffold external pipe connection knot
CN201250508Y (en) * 2008-08-27 2009-06-03 何勇 Steel tube scaffold wedging butt-joint fastener
JP2010248795A (en) * 2009-04-16 2010-11-04 Kunimoto Co Ltd Member mounting bracket for temporary scaffold
CN202187544U (en) * 2011-08-12 2012-04-11 周亚东 Straight pipe type screw-free fastener

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Effective date of registration: 20180723

Address after: 226300 New Century Avenue, Nantong hi tech Zone, Jiangsu 266

Patentee after: Amperex Technology Limited, Jiangsu

Address before: 325600 Niu Dong village, Le Cheng town, Yueqing City, Wenzhou, Zhejiang

Patentee before: Hu Yan

TR01 Transfer of patent right