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 PDFInfo
- 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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- Prior art keywords
- upper bush
- shaft
- head
- sleeve
- rotating shaft
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 210000001503 joint Anatomy 0.000 title claims abstract description 7
- 230000008878 coupling Effects 0.000 claims abstract description 16
- 238000010168 coupling process Methods 0.000 claims abstract description 16
- 238000005859 coupling reaction Methods 0.000 claims abstract description 16
- 239000003381 stabilizer Substances 0.000 claims abstract description 13
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 9
- 239000000203 mixture Substances 0.000 claims description 2
- 238000003032 molecular docking Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 241000237858 Gastropoda Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
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- Mutual Connection Of Rods And Tubes (AREA)
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
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.
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 |
|---|---|---|---|
| CN201210473604.9A CN102953544B (en) | 2012-11-20 | 2012-11-20 | Building outrigger steel tube auxiliary butt joint mechanism |
| CN201510052292.8A CN104563484B (en) | 2012-11-20 | 2012-11-20 | A kind of 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104563484A CN104563484A (en) | 2015-04-29 |
| CN104563484B true CN104563484B (en) | 2016-08-17 |
Family
ID=53080484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510052292.8A Active CN104563484B (en) | 2012-11-20 | 2012-11-20 | A kind of building outrigger steel tube auxiliary butt joint mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104563484B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081367A (en) * | 2019-11-08 | 2020-12-15 | 中国二冶集团有限公司 | High-rise scaffold pipe concatenation auxiliary device |
| 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)
| 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 |
-
2012
- 2012-11-20 CN CN201510052292.8A patent/CN104563484B/en active Active
Patent Citations (7)
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104563484A (en) | 2015-04-29 |
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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 |
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| TR01 | Transfer of patent right |