CN104675104B - One operates advantageously building outrigger steel tube auxiliary butt joint mechanism - Google Patents
One operates advantageously building outrigger steel tube auxiliary butt joint mechanism Download PDFInfo
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- CN104675104B CN104675104B CN201510052879.9A CN201510052879A CN104675104B CN 104675104 B CN104675104 B CN 104675104B CN 201510052879 A CN201510052879 A CN 201510052879A CN 104675104 B CN104675104 B CN 104675104B
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- sleeve
- worm
- support shaft
- upper bush
- shaft
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Abstract
The invention discloses one and operate advantageously building outrigger steel tube auxiliary butt joint mechanism, it is made up of following sections, 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, one support shaft, described support shaft bottom is inserted in the fixing sleeve of lower sleeve, and in the support shaft coordinated with described trip bolt, it is provided with the deepest top-down wedge-shaped slot, one stabiliser bar, it is enclosed within rotating shaft, axial restraint is carried out by nut, rotatably, realize the connection with upper bush；Stabiliser bar lower ending opening, is fixed on lower sleeve by nut；One turbine and worm decelerator, described turbine and worm decelerator is fixed on the top of support shaft, and worm-wheel shaft is coaxially connected with another rotating shaft of upper bush, and worm shaft is manual operation unit.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: it is auxiliary that one operates advantageously construction exterior rack steel pipe
Helping docking mechanism, be made up of following sections, upper bush, upper bush is passed through bolt-connection by side hinge-coupled opposite side
Two semi arch compositions, each semi arch is respectively fixed with a rotating shaft, lower sleeve, lower sleeve cross section is that 8-shaped is double
Sleeve, including fixing sleeve and folding sleeve, wherein folding sleeve is by the two and half of side hinge-coupled opposite side bolt-connection
Circular arc composition, described fixing sleeve is provided with a trip bolt, a support shaft, and described support shaft bottom is inserted in lower sleeve
In fixing sleeve, and being provided with the deepest top-down wedge-shaped slot in the support shaft coordinated with described trip bolt, one is stable
Bar, there is circular port stabiliser bar upper end, is enclosed within rotating shaft, nut carry out axial restraint, rotatably, it is achieved with the company of upper bush
Connect；Stabiliser bar lower ending opening, is fixed on lower sleeve by nut；One turbine and worm decelerator, described worm and gear slows down
Mechanism is fixed on the top of support shaft, and worm-wheel shaft is coaxially connected with another rotating shaft of upper bush, and worm shaft is manual operation unit.
The invention has the beneficial effects as follows: for not having this engineering goods on building site, the present invention is that one simply assists work
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 worm-and-wheel gear；
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 A-9E 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 and worm decelerators, 61 worm-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 worm and gear 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 and worm decelerator 6, turbine and worm decelerator is fixed on the top of support shaft 4, worm-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 shown in Figs. 9 A-9 E, 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 second steel pipe of setting
On 72, install stabiliser bar 5.Another people by flat for first steel pipe 71 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 and worm decelerator
Vertical, first steel pipe 71 to be erect slowly erects.And due to the self-locking performance of worm and gear, 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. one kind operates advantageously building outrigger steel tube auxiliary butt joint mechanism, it is characterised in that be made up of following sections, on
Sleeve, upper bush is consisted of the two of bolt-connection semi arches side hinge-coupled opposite side, on each semi arch
Being 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, its
Middle folding sleeve is made up of two semi arches of side hinge-coupled opposite side bolt-connection, and described fixing sleeve is provided with one
Individual trip bolt, a support shaft, described support shaft bottom is inserted in the fixing sleeve of lower sleeve, and is joining with described trip bolt
The support shaft closed is provided with the deepest top-down wedge-shaped slot, a stabiliser bar, and there is circular port stabiliser bar upper end, is enclosed within rotating shaft
On, nut carry out axial restraint, rotatably, it is achieved with the connection of upper bush；Stabiliser bar lower ending opening, is fixed by nut
On lower sleeve；One turbine and worm decelerator, described turbine and worm decelerator is fixed on the top of support shaft, worm-wheel shaft with
Another rotating shaft of upper bush is coaxially connected, and worm shaft is manual operation unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510052879.9A CN104675104B (en) | 2012-11-20 | 2012-11-20 | One operates advantageously 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 |
| CN201510052879.9A CN104675104B (en) | 2012-11-20 | 2012-11-20 | One operates advantageously 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 |
|---|---|
| CN104675104A CN104675104A (en) | 2015-06-03 |
| CN104675104B true CN104675104B (en) | 2016-09-07 |
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ID=53310648
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510052879.9A Active CN104675104B (en) | 2012-11-20 | 2012-11-20 | One operates advantageously building outrigger steel tube auxiliary butt joint mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104675104B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0513489A1 (en) * | 1991-05-15 | 1992-11-19 | Österreichische DOKA Schalungstechnik Gesellschaft m.b.H. | Stackable scaffolding frames |
| CN201728497U (en) * | 2010-04-15 | 2011-02-02 | 青岛东方铁塔股份有限公司 | Automatic butt device of flange and steel pipe |
| CN201776589U (en) * | 2010-08-12 | 2011-03-30 | 中冶成工上海五冶建设有限公司 | Steel tube joint butting device |
-
2012
- 2012-11-20 CN CN201510052879.9A patent/CN104675104B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0513489A1 (en) * | 1991-05-15 | 1992-11-19 | Österreichische DOKA Schalungstechnik Gesellschaft m.b.H. | Stackable scaffolding frames |
| CN201728497U (en) * | 2010-04-15 | 2011-02-02 | 青岛东方铁塔股份有限公司 | Automatic butt device of flange and steel pipe |
| CN201776589U (en) * | 2010-08-12 | 2011-03-30 | 中冶成工上海五冶建设有限公司 | Steel tube joint butting device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104675104A (en) | 2015-06-03 |
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Effective date of registration: 20180726 Address after: 226300 Liu Lu, Liu Qiao Town, Tongzhou District, Nantong, Jiangsu Patentee after: Jiangsu dispatch Electric Technology Co., Ltd. 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 |