CN206016305U - Viscous damping wall integration support system - Google Patents
Viscous damping wall integration support system Download PDFInfo
- Publication number
- CN206016305U CN206016305U CN201620887437.6U CN201620887437U CN206016305U CN 206016305 U CN206016305 U CN 206016305U CN 201620887437 U CN201620887437 U CN 201620887437U CN 206016305 U CN206016305 U CN 206016305U
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- load
- bearing
- steel
- damping wall
- vertical rod
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Abstract
The utility model is related to viscous damping wall integration support system, including four load-bearing vertical rods, two load-bearing horizon bars, six roots of sensation girt, four hounds, two root bottom part channel-section steels, four channel-section steels and adjusting meanss, by load-bearing vertical rod and load-bearing horizon bar supporting damping device, by the adjusting means on the jackscrew and load-bearing horizon bar of hound, the fine setting of damping wall flatness and perpendicularity is realized.Construction method is that viscous damping wall construction is synchronous with agent structure, damping wall is with vertical structure synchronous construction one step ahead in horizontal structure, by load-bearing vertical rod and the load-bearing horizon bar supporting damping device of viscous damping wall integration support system, by the adjusting means on the jackscrew and load-bearing horizon bar of hound, the fine setting of damping wall flatness and perpendicularity is realized.Support system of the present utility model has making simple, is made using common templates backing material, all rod members scenes easy accessibility, and achieves the high-precision requirement target that damping wall is constructed.
Description
Technical field
The utility model belongs to engineering field, more particularly to viscous damping wall integration support system, it is adaptable to viscous resistance
Ni Qiqiang constructs.
Background technology
Currently for viscous damper wall construction technology it is：Supporting frame is set up using steel tube fastener, and wall form is adopted
Common plank sheathing.The shortcoming of technique is：First, construct typically in agent structure to ensure embedded part construction precision, damping wall
After the completion of, then constructed, need to carry out secondary pour, increase working procedure and cost.2nd, the materials such as required steel pipe are set up at scene
Material is more various, need to take and tear secondary construction scaffold system open.3rd, damper flatness and perpendicularity are adjusted, and adopt jacking,
Adjust difficulty larger.4th, the concreting of damping wall is difficult, and quality control on construction difficulty is big.
Content of the invention
The purpose of this utility model in order to overcome prior art exist problem and defect, there is provided a kind of viscous damping wall stand
Body support system, it is ensured that viscous damping wall construction quality.The utility model reduces damping wall stand body and installs difficulty without the need for excessively putting into
Degree, while ensure viscous damping wall construction quality, and also support system of the present utility model can be reused, damper flatness
And perpendicularity can carry out high accuracy regulation.
The utility model solves the technical scheme adopted by its technical problem：
Viscous damping wall integration support system, including four load-bearing vertical rods, two load-bearing horizon bars, two regulation dresses
Put, six roots of sensation girt, four hounds, four channel-section steels, two root bottom part channel-section steels, it is characterised in that：Every described load-bearing is stood
Bar is made up of upper pright stanchion, lower vertical rod and adjusting nut, and upper pright stanchion bottom arranges equidistant socket joint hole and supporting latch, upper pright stanchion
Lower end is positioned in lower vertical rod and is fixed by supporting latch, and lower vertical rod top arranges silk mouth and adjusting nut, can be adjusted vertical
Bar, lower vertical rod fixed position；Every load-bearing horizon bar installs an adjusting means, is fixed on one per the lower end of two lower vertical rods
On the channel-section steel of bottom, between four lower vertical rods, connect integral, every load-bearing horizon bar two ends by four girts respectively
Socket joint is distinguished at the top of two upper pright stanchions, respectively by another two girts and two load-bearing levels between four upper pright stanchions
Bar connection is integral, is connected by latch with the same side bottom channel-section steel per two channel-section steels, and bottom channel-section steel is solid by foundation bolt
Due to ground, it is fixed on corresponding bottom channel-section steel by a hound at the top of every channel-section steel.
Described adjusting means is made up of external member A, threaded rod, square steel, external member B, two adjustable nuts, and external member A is by one
Section steel pipe is welded with square steel, and the section steel pipe of external member B two is welded with square steel respectively, and the square steel of external member A is fixed on threaded rod
On one end, the threaded rod other end covers an adjustable nut, on square steel by the borehole jack that is provided with threaded rod, can slidably,
On threaded rod, another adjustable nut is enclosed between external member A and square steel one steel pipe socket of external member B, the steel pipe and set of external member A
Another steel pipe of part B is respectively fitted on load-bearing horizon bar.External member A is welded using DN65*3 steel pipes, 100*50*3 square steel, set
Part B is welded using DN65*3 steel pipes, DN48*3 short steel pipes, 100*50*3 square steel.
Described upper pright stanchion is DN48*3 steel pipes, arranges socket joint hole on upper pright stanchion, and aperture 8mm-10mm, by adjusting nut
And latch adjusts whole load-bearing pole length；Lower vertical rod is DN65*3.5 steel pipes, and lower vertical rod side welding one saves DN48*3 steel pipes and makees
For girt socket joint hole.
Described load-bearing horizon bar adopts DN48*3 steel pipes two ends weld length for the DN40*3 short steel pipes of 200mm, socket joint
Fixed in load-bearing vertical rod.
Described girt adopt DN48*3 steel pipes two ends weld length for 200mm DN40*3 short steel pipes with hold
Vertical rod is fixed again.
Described hound is made up of steel pipe, jackscrew and adjusting nut A, and one end of steel pipe is cased with adjusting nut A and connection
One jackscrew, steel pipe adopt DN48*3 steel pipes, and adjust diagonal brace pole length by rotating adjusting nut A, by adjusting hound
Length control damping wall perpendicularity.
Using the construction method of described viscous damping wall integration support system, carry out according to the following steps：Viscous damping
Wall construction is synchronous with agent structure, damps wall with vertical structure synchronous construction one step ahead in horizontal structure, by viscous damping wall
The load-bearing vertical rod of integrated support system and load-bearing horizon bar supporting damping device, by the jackscrew and load-bearing horizon bar of hound
Adjusting means, realizes the fine setting of damping wall flatness and perpendicularity.
Made using conventional mould backing material.
Viscous damping wall support body support system, independently of other bracing frames.
Damper flatness and perpendicularity, using can thin portion fine setting rod member be adjusted.
The utility model reduces damping wall stand body and installs difficulty without the need for excessively putting into, while ensureing viscous damping wall construction
Quality, and support system of the present utility model can reuse, and damper flatness and perpendicularity can carry out high accuracy tune
Section.
Description of the drawings
Fig. 1 is floor map of the present utility model.
Fig. 2 is generalized section of the present utility model.
Detail treatment figures of the Fig. 3 for the utility model component 2.
Specific embodiment
Below in conjunction with the accompanying drawings the utility model is described in detail：
As shown in Figure 1, Figure 2, Figure 3 shows, the utility model viscous damping wall integration support system, vertical including four load-bearing
Bar, two load-bearing horizon bars, 1, two adjusting meanss 2, six roots of sensation girt 5, four hound 7, four channel-section steel 8, four root bottom parts
Channel-section steel 10, it is characterised in that：Every described load-bearing vertical rod is made up of upper pright stanchion 3, lower vertical rod 6 and adjusting nut 4, upper pright stanchion 3
Bottom arranges equidistant socket joint hole and supporting latch, and the lower end of upper pright stanchion 3 is positioned in lower vertical rod 6 and is consolidated by supporting latch
Fixed, lower 6 top of vertical rod arranges silk mouth and adjusting nut 4, can adjust upper pright stanchion 3,6 fixed position of lower vertical rod；Every load-bearing level
An adjusting means 2 installed by bar 1, is fixed on per the lower end of two lower vertical rods 6 on a root bottom part channel-section steel 10, four lower vertical rods 6 it
Between connected integral respectively by four girts 5, every 1 two ends of load-bearing horizon bar difference socket joint is in two upper pright stanchions 3
Top, connected by another two girts 5 and two load-bearing horizon bars 1 between four upper pright stanchions 3 respectively integral, per
Two channel-section steels 8 are connected by latch with the same side bottom channel-section steel 10, and bottom channel-section steel 10 is fixed on ground by foundation bolt, per root
It is fixed on corresponding bottom channel-section steel 10 by a hound 7 at the top of channel-section steel 8.Described hound 7 by steel pipe, jackscrew 9 and is adjusted
Section nut A compositions, one end of steel pipe are cased with one jackscrew 9 of adjusting nut A and connection, and steel pipe adopts DN48*3 steel pipes, and by turning
Dynamic adjusting nut A adjusting diagonal brace pole length, by adjusting diagonal brace pole length control damping wall perpendicularity.Described upper pright stanchion 3
For DN48*3 steel pipes, socket joint hole is set on upper pright stanchion 3, aperture 8mm0mm adjusts whole bearing bar by adjusting nut 4 and latch
Length；Lower vertical rod 6 is DN65*3.5 steel pipes, and lower 6 side of vertical rod welding one saves DN48*3 steel pipes as girt socket joint hole.Institute
The load-bearing horizon bar 1 that states adopts DN48*3 steel pipes two ends weld length for the DN40*3 short steel pipes of 200mm, and socket joint is in load-bearing vertical rod
Interior fixation.Described girt 5 adopt DN48*3 steel pipes two ends weld length for 200mm DN40*3 short steel pipes with hold
Vertical rod is fixed again.
As shown in figure 3, described adjusting means 2 by external member A2-1, threaded rod 2-2, square steel 2-3, external member B2-4, two can
Adjusting nut 2-5 is constituted, and external member A2-1 is welded with square steel by a section steel pipe, and the section steel pipe of external member B2-4 two is welded with square steel respectively
Connect and form, the square steel of external member A2-1 is fixed on threaded rod 2-2 one end, the threaded rod 2-2 other ends cover an adjustable nut 2-5；
On square steel 2-3 by the borehole jack that is provided with threaded rod 2-2, can be slidably；One steel pipe socket of external member B2-4 is in threaded rod 2-2
On, another adjustable nut 2-5 is enclosed between external member A2-1 and square steel 2-3, the steel pipe of external member A2-1 and external member B2-4 another
One steel pipe is respectively fitted on load-bearing horizon bar 1.External member A2-1 is welded using DN65*3 steel pipes, 100*50*3 square steel, external member
B2-4 is welded using DN65*3 steel pipes, DN48*3 short steel pipes, 100*50*3 square steel.
Using the construction method of described viscous damping wall integration support system, it is characterised in that enter according to the following steps
OK：Viscous damping wall construction is synchronous with agent structure, and damping wall, is passed through one step ahead in horizontal structure with vertical structure synchronous construction
Viscous damping wall integration support system load-bearing vertical rod and load-bearing horizon bar supporting damping device 12, by hound jackscrew and hold
Adjusting means on weight horizon bar, realizes the fine setting of damping wall flatness and perpendicularity.
Viscous damping wall integration support system making step is as follows：
(1) each component of processing and fabricating support system；
(2) wall reinforcing bar colligation is damped；
(3) vertical vertical rod (3,6) are installed, by girt 5, vertical vertical rod drawknot are fixed；
(4) 1 supporting damping device 12 of load-bearing horizon bar is installed, load-bearing horizon bar is enclosed within vertical vertical rod 3 and fixes, by adjusting
Nut 4 adjusts vertical load-bearing vertical rod height, makes 12 flatness of damper reach requirement；
(5) 12 anchor pin of damper is fixed with wall steel bar spot welding.
(6) 11 matched moulds of wall form is damped；
(7) according to control line, bottom channel-section steel 10 is fixed on ground by foundation bolt；
(8) will turn on channel-section steel 8, by the perpendicularity of adjustment damping wall of the jackscrew 9 (i.e. 12 lower end of damper) of hound 7.
(9) 12 upper end of the adjustment damper of adjusting means 2 is monitored and is passed through by Portable vertical degree detector, makes damper
12 perpendicularity are consistent with damping wall and meet requirement.
(10) wall concreting is damped.
The steel pipe, adjusting nut, jackscrew, channel-section steel etc. are common templates backing material.
The size of each component of the utility model can be adjusted according to the size of damper.
Each for the utility model Member Welding is processed in processing space first, when damper is installed, scene carries out assembly.
The utility model processing and fabricating is simple, practical, gathers materials on the spot, and disassembling operations are simple, can be recycled for multiple times, and designs
Rationally, can be widely used.
Claims (6)
1. viscous damping wall integration support system, fills including four load-bearing vertical rods, two load-bearing horizon bars (1), two regulations
Put (2), six roots of sensation girt (5), four hounds (7), four channel-section steels (8), two root bottom part channel-section steels (10), it is characterised in that：
Every described load-bearing vertical rod is made up of upper pright stanchion (3), lower vertical rod (6) and adjusting nut (4), and upper pright stanchion (3) bottom is arranged etc.
Spacing socket joint hole and supporting latch, the lower end of upper pright stanchion (3) are positioned in lower vertical rod (6) and are fixed by supporting latch, lower vertical
Bar (6) top arranges silk mouth and adjusting nut (4), can adjust upper pright stanchion (3), lower vertical rod (6) fixed position；Every load-bearing level
An adjusting means (2) installed by bar (1), and per two, the lower end of lower vertical rod (6) is fixed on a root bottom part channel-section steel (10), under four
Connect integral, every load-bearing horizon bar (1) two ends difference socket joint between vertical rod (6) respectively by four girts (5)
At the top of two upper pright stanchions (3), respectively by another two girts (5) and two load-bearing levels between four upper pright stanchions (3)
Bar (1) connection is integral, is connected by latch with the same side bottom channel-section steel (10) per two channel-section steels (8), bottom channel-section steel (10)
Ground is fixed on by foundation bolt, corresponding bottom channel-section steel (10) are fixed on by a hound 7 at the top of every channel-section steel (8)
On.
2. viscous damping wall according to claim 1 integration support system, it is characterised in that：Described adjusting means
(2) it is made up of external member A (2-1), threaded rod (2-2), square steel (2-3), external member B (2-4), two adjustable nuts (2-5), external member
A (2-1) is welded with square steel by a section steel pipe, and the section steel pipe of external member B (2-4) two is welded with square steel respectively, external member A (2-
1) square steel is fixed on threaded rod (2-2) one end, and threaded rod (2-2) other end covers an adjustable nut (2-5), square steel (2-
3) the upper borehole jack for passing through to be provided with, can slidably on threaded rod (2-2), and a steel pipe socket of external member B (2-4) is in threaded rod (2-
2) on, another adjustable nut (2-5) is enclosed between external member A (2-1) and square steel (2-3), the steel pipe and set of external member A (2-1)
Another steel pipe of part B (2-4) is respectively fitted on load-bearing horizon bar (1).
3. viscous damping wall according to claim 1 integration support system, it is characterised in that：Described upper pright stanchion (3)
For DN48*3 steel pipes, upper pright stanchion (3) is upper to arrange socket joint hole, and aperture 8mm-10mm is whole by adjusting nut (4) and latch adjustment
Load-bearing pole length；Lower vertical rod (6) are DN65*3.5 steel pipes, and welding one section DN48*3 steel pipes in lower vertical rod (6) side are used as level drawing
Bar socket joint hole.
4. viscous damping wall according to claim 1 integration support system, it is characterised in that：Described load-bearing horizon bar
(1) DN48*3 steel pipes two ends weld length is adopted for the DN40*3 short steel pipes of 200mm, and socket joint is fixed in load-bearing vertical rod.
5. viscous damping wall according to claim 1 integration support system, it is characterised in that：Described girt
(5) DN48*3 steel pipes two ends weld length is adopted to be fixed with load-bearing vertical rod for the DN40*3 short steel pipes of 200mm.
6. viscous damping wall according to claim 1 integration support system, it is characterised in that：Described hound is by steel
Pipe, jackscrew and adjusting nut A composition, one end of steel pipe are cased with one jackscrew of adjusting nut A and connection, and steel pipe adopts DN48*3 steel
Pipe, and diagonal brace pole length is adjusted by rotating adjusting nut A, by adjusting diagonal brace pole length control damping wall perpendicularity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620887437.6U CN206016305U (en) | 2016-08-16 | 2016-08-16 | Viscous damping wall integration support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620887437.6U CN206016305U (en) | 2016-08-16 | 2016-08-16 | Viscous damping wall integration support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206016305U true CN206016305U (en) | 2017-03-15 |
Family
ID=58247933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620887437.6U Withdrawn - After Issue CN206016305U (en) | 2016-08-16 | 2016-08-16 | Viscous damping wall integration support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206016305U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150123B (en) * | 2016-08-16 | 2018-05-25 | 中建三局第二建设工程有限责任公司 | Viscous damping wall integration support system and construction method |
| CN111719872A (en) * | 2020-06-16 | 2020-09-29 | 中国建筑第八工程局有限公司 | Magnetic attraction device and method for temporary fixing and installation correction of section steel component |
-
2016
- 2016-08-16 CN CN201620887437.6U patent/CN206016305U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150123B (en) * | 2016-08-16 | 2018-05-25 | 中建三局第二建设工程有限责任公司 | Viscous damping wall integration support system and construction method |
| CN111719872A (en) * | 2020-06-16 | 2020-09-29 | 中国建筑第八工程局有限公司 | Magnetic attraction device and method for temporary fixing and installation correction of section steel component |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170315 Effective date of abandoning: 20180525 |
|
| AV01 | Patent right actively abandoned |