CN110029733A - A kind of capital Overthrow preventing device for jacking formwork system - Google Patents
A kind of capital Overthrow preventing device for jacking formwork system Download PDFInfo
- Publication number
- CN110029733A CN110029733A CN201910401253.2A CN201910401253A CN110029733A CN 110029733 A CN110029733 A CN 110029733A CN 201910401253 A CN201910401253 A CN 201910401253A CN 110029733 A CN110029733 A CN 110029733A
- Authority
- CN
- China
- Prior art keywords
- capital
- bearing
- vertical posts
- formwork system
- support
- 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.)
- Pending
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 14
- 238000003466 welding Methods 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 abstract description 13
- 239000010959 steel Substances 0.000 abstract description 13
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 5
- 238000005457 optimization Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
Abstract
The invention discloses a kind of capital Overthrow preventing devices for jacking formwork system, including support column, four cylindrical support columns have been customized capital bearing, and overturn-preventing mechanism are bolted on the side wall of capital bearing, and engaging has main couple in the overturn-preventing mechanism.This overturn-preventing of present invention mechanism main function is that upper steel is flat to topple preventing, it climbs steel platform system for truss-like, the node of top steel truss and column is particularly significant, and to prevent truss from toppling, the present invention can not only play the role of bracing reinforcement but also can prevent truss from toppling.The present apparatus reinforcement of weld, easy construction, with good economic efficiency and social benefit can be suitble to popularization and use at the scene.
Description
Technical field
The present invention relates to a kind of capital Overthrow preventing device, specially a kind of capital overturn-preventing for jacking formwork system is filled
It sets, belongs to mould bases or steel structure technology field.
Background technique
Truss-like climbs steel plateform system can be by components such as steel frame, steel truss, cover board, surrounding baffles by combining connection shape
Integral structure, has the characteristics that large bearing capacity, and meet construction material and construction equipment parks and bear scaffold and branch
The needs of the components synchronization job load such as support system transmitting, steel plateform system are the transfer stackings that ground transports high-altitude material equipment to
Place.
It climbs steel platform system for truss-like, the node of top steel truss and column is particularly significant, to prevent truss
It topples, existing mechanism, which can not play the role of bracing reinforcement, to prevent truss from toppling, during use not
It is enough to stablize, there are some potential safety problems, and existing device reinforcement of weld constructional difficulties at the scene.Therefore, for above-mentioned
Problem proposes a kind of capital Overthrow preventing device for jacking formwork system.
Summary of the invention
The object of the invention is that solve the above-mentioned problems and to provide a kind of capital for jacking formwork system anti-
Topple device.
The present invention is achieved through the following technical solutions above-mentioned purpose, a kind of capital overturn-preventing for jacking formwork system
Device, including support column, four cylindrical support columns have been customized capital bearing, and the side of capital bearing
Overturn-preventing mechanism is bolted on wall, and engaging has main couple in the overturn-preventing mechanism；Wherein, overturn-preventing mechanism includes
Vertical posts, support, upper beam, lower beam and the middle girt strip of four hollow four prism types pass through upper cross between the vertical posts
Beam is connected with lower beam, and is welded between the vertical posts by middle girt strip；It is provided with support on the lateral wall of the vertical posts,
And it is bolted between the support and capital bearing；Multiple triangles are welded on the side wall of the capital bearing
Floor.
Preferably, there are two the upper beam and lower beam are set, and the upper beam and lower beam are symmetrical arranged.
Preferably, it is welded between the support and the vertical posts, and the support is rectangular configuration.
Preferably, the upper beam and lower beam are tetragonous rod structure, and the upper beam and lower beam and vertical posts it
Between weld.
Preferably, the upper beam and lower beam are staggered between the middle connecting plate of main couple, and upper beam with
It is arranged in parallel between lower beam.
Preferably, the bottom of the main couple is mounted on the top of capital bearing, and the main couple and the capital branch
It is fixed between holding by floor.
The beneficial effects of the present invention are: this overturn-preventing of present invention mechanism main function is that upper steel is flat to topple preventing,
It climbing steel platform system for truss-like, the node of top steel truss and column is particularly significant, to prevent truss from toppling, this hair
It is bright not only to have played the role of bracing reinforcement but also can prevent truss from toppling.The present apparatus can reinforcement of weld, construction be simple at the scene
Just, with good economic efficiency and social benefit is suitble to promote the use of.
Detailed description of the invention
Fig. 1 is overall structure of the present invention；
Fig. 2 is crossbeam scheme of installation of the present invention；
Fig. 3 is overall structure front view of the present invention；
Fig. 4 is overall structure side view of the present invention；
Fig. 5 is that crossbeam of the present invention installs left view；
Fig. 6 is that crossbeam of the present invention installs sectional view.
In figure: 1, main couple, 2, upper beam, 3, middle girt strip, 4, lower beam, 5, vertical posts, 6, support, 7, support column, 8,
Capital bearing, 9, floor.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
It please refers to shown in Fig. 1-6, a kind of capital Overthrow preventing device for jacking formwork system, including support column 7, four
The cylindrical support column 7 has been customized capital bearing 8, and is bolted on the side wall of capital bearing 8
Overturn-preventing mechanism, and engaging has main couple 1 in the overturn-preventing mechanism；Wherein, overturn-preventing mechanism includes four hollow tetragonous
Cylindrical vertical posts 5, support 6, upper beam 2, lower beam 4 and middle girt strip 3 pass through upper beam 2 and lower cross between the vertical posts 5
Beam 4 connects, and is welded between the vertical posts 5 by middle girt strip 3；Support 6 is provided on the lateral wall of the vertical posts 5, and
It is bolted between the support 6 and capital bearing 8；Multiple triangles are welded on the side wall of the capital bearing 8
The floor 9 of shape.
As a kind of technical optimization scheme of the invention, there are two the upper beam 2 and lower beam 4 are set, and the upper cross
Beam 2 and lower beam 4 are symmetrical arranged.
As a kind of technical optimization scheme of the invention, welded between the support 6 and the vertical posts 5, and the branch
Seat 6 is rectangular configuration.
As a kind of technical optimization scheme of the invention, the upper beam 2 and lower beam 4 are tetragonous rod structure, and described
It is welded between upper beam 2 and lower beam 4 and vertical posts 5.
As a kind of technical optimization scheme of the invention, the upper beam 2 is staggered with lower beam 4 in main couple 1
Between middle connecting plate, and it is arranged in parallel between upper beam 2 and lower beam 4.
As a kind of technical optimization scheme of the invention, the bottom of the main couple 1 is mounted on the top of capital bearing 8,
And it is fixed between the main couple 1 and capital bearing 8 by floor.
In the use of the present invention, firstly, support column 7 is installed, after four support columns 7 are installed, four
It is welded between support column 7 by connecting plate, the capital bearing 8 of the top installation of four support columns 7 is located at same level
On, guarantee the installation of later period main couple 1, guarantees the stability that main couple 1 is installed, pass through spiral shell between capital bearing 8 and support column 7
Bolt installation, capital support 8 sidewall weld floors 9, and vertical posts 5 are bolted in the side wall of capital bearing 8, during installation, will
Four vertical posts 5 are installed respectively, firstly, the bottom of a vertical posts 5 therein is mounted on capital support 8 by support 6
Outside, then its excess-three root vertical posts 5 is installed, after vertical posts 5 are installed, the middle girt strip 3 between vertical posts 5 has been welded
At main couple 1 is spliced and is completed, is welded between main couple 1, and be staggered between connecting plate, is made by connecting plate
Main couple 1 is sling into main couple 1 with loop wheel machine, Fang Fu mechanism is stuck between the connecting plate of main couple 1 being staggered, it is anti-to cover machine
The upper beam 2 and lower beam 4 of structure are welded on the inside of vertical posts 5 through main couple 1, can play the role of bracing reinforcement and again may be used
To prevent truss from toppling.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (6)
1. a kind of capital Overthrow preventing device for jacking formwork system, it is characterised in that: including support column (7), four cylinders
The support column (7) of shape has been customized capital bearing (8), and is connected on the side wall of capital bearing (8) by bolt
The mechanism that topples is taken over control, and engaging has main couple (1) in the overturn-preventing mechanism；Wherein,
Overturn-preventing mechanism include the vertical posts (5) of four hollow four prism types, support (6), upper beam (2), lower beam (4) and
Middle girt strip (3) is connected by upper beam (2) and lower beam (4) between the vertical posts (5), and logical between the vertical posts (5)
Cross middle girt strip (3) welding；It is provided with support (6) on the lateral wall of the vertical posts (5), and the support (6) and the capital
It is bolted between bearing (8)；
The floor (9) of multiple triangles is welded on the side wall of the capital bearing (8).
2. a kind of capital Overthrow preventing device for jacking formwork system according to claim 1, it is characterised in that: described
There are two upper beam (2) and lower beam (4) are set, and the upper beam (2) and lower beam (4) are symmetrical arranged.
3. a kind of capital Overthrow preventing device for jacking formwork system according to claim 1, it is characterised in that: described
It is welded between support (6) and the vertical posts (5), and the support (6) is rectangular configuration.
4. a kind of capital Overthrow preventing device for jacking formwork system according to claim 1, it is characterised in that: described
Upper beam (2) and lower beam (4) are tetragonous rod structure, and are welded between the upper beam (2) and lower beam (4) and vertical posts (5)
It connects.
5. a kind of capital Overthrow preventing device for jacking formwork system according to claim 4, it is characterised in that: described
Upper beam (2) and lower beam (4) are staggered between the middle connecting plate of main couple (1), and upper beam (2) and lower beam
(4) it is arranged in parallel between.
6. a kind of capital Overthrow preventing device for jacking formwork system according to claim 1, it is characterised in that: described
The bottom of main couple (1) is mounted on the top of capital bearing (8), and leads between the main couple (1) and capital bearing (8)
Floor is crossed to fix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910401253.2A CN110029733A (en) | 2019-05-15 | 2019-05-15 | A kind of capital Overthrow preventing device for jacking formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910401253.2A CN110029733A (en) | 2019-05-15 | 2019-05-15 | A kind of capital Overthrow preventing device for jacking formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110029733A true CN110029733A (en) | 2019-07-19 |
Family
ID=67242162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910401253.2A Pending CN110029733A (en) | 2019-05-15 | 2019-05-15 | A kind of capital Overthrow preventing device for jacking formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110029733A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306837A (en) * | 2023-11-30 | 2023-12-29 | 北京建工集团有限责任公司 | Operating platform for truss of column building and installation method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203640269U (en) * | 2013-08-04 | 2014-06-11 | 中国建筑第四工程局有限公司 | Overturning preventing device for preventing jacking die system from tilting |
| CN104265002A (en) * | 2014-08-27 | 2015-01-07 | 浙江精工钢结构集团有限公司 | Hoisting frame design application method of continuous truss column top hinging structure |
| CN207160223U (en) * | 2017-06-28 | 2018-03-30 | 中铁建设集团有限公司 | A kind of fulcrum-variable pin joint formula steel girder platform |
| CN108252534A (en) * | 2018-01-26 | 2018-07-06 | 中国建筑第八工程局有限公司 | For the capital constructing device of truss installa-tion |
| CN210002565U (en) * | 2019-05-15 | 2020-01-31 | 中铁建设集团有限公司 | column top anti-overturn device for jacking formwork system |
-
2019
- 2019-05-15 CN CN201910401253.2A patent/CN110029733A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203640269U (en) * | 2013-08-04 | 2014-06-11 | 中国建筑第四工程局有限公司 | Overturning preventing device for preventing jacking die system from tilting |
| CN104265002A (en) * | 2014-08-27 | 2015-01-07 | 浙江精工钢结构集团有限公司 | Hoisting frame design application method of continuous truss column top hinging structure |
| CN207160223U (en) * | 2017-06-28 | 2018-03-30 | 中铁建设集团有限公司 | A kind of fulcrum-variable pin joint formula steel girder platform |
| CN108252534A (en) * | 2018-01-26 | 2018-07-06 | 中国建筑第八工程局有限公司 | For the capital constructing device of truss installa-tion |
| CN210002565U (en) * | 2019-05-15 | 2020-01-31 | 中铁建设集团有限公司 | column top anti-overturn device for jacking formwork system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117306837A (en) * | 2023-11-30 | 2023-12-29 | 北京建工集团有限责任公司 | Operating platform for truss of column building and installation method thereof |
| CN117306837B (en) * | 2023-11-30 | 2024-04-05 | 北京建工集团有限责任公司 | Operating platform for truss of column building and installation method thereof |
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