CN106150123B - Viscous damping wall integration support system and construction method - Google Patents
Viscous damping wall integration support system and construction method Download PDFInfo
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- CN106150123B CN106150123B CN201610675753.1A CN201610675753A CN106150123B CN 106150123 B CN106150123 B CN 106150123B CN 201610675753 A CN201610675753 A CN 201610675753A CN 106150123 B CN106150123 B CN 106150123B
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- load
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/02—Shores or struts; Chocks non-telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to viscous damping wall integration support system and construction methods, support system device includes four load-bearing upright bars, two load-bearing horizon bars, six roots of sensation girt, four hounds, two root bottom part channel steels, four channel steels and regulating device, pass through load-bearing upright bar and load-bearing horizon bar supporting damping device, by the regulating device on the jackscrew of hound and load-bearing horizon bar, the fine tuning of damping wall flatness and verticality is realized.Construction method is constructed synchronous with agent structure for viscous damping wall, wall is damped with vertical structure synchronous construction one step ahead in horizontal structure, pass through the load-bearing upright bar of viscous damping wall integration support system and load-bearing horizon bar supporting damping device, by the regulating device on the jackscrew of hound and load-bearing horizon bar, the fine tuning of damping wall flatness and verticality is realized.The support system of the present invention, which has, to be made simply, is made of common templates backing material, and all rod piece scenes are convenient for disassembly and assembly, and realize the high-precision requirement target of damping wall construction.
Description
Technical field
The invention belongs to engineering fields, more particularly to viscous damping wall integration support system and construction method, are suitable for
Viscous damper wall is constructed.
Background technology
It is currently for viscous damper wall construction technology：Supporting frame is set up using steel tube fastener, and wall form uses
Common plank sheathing.The shortcomings that technique is：First, in order to ensure embedded part construction precision, damping wall construction is generally in agent structure
After finishing, then constructed, it is necessary to carry out it is 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 verticality are adjusted, using jacking,
It is larger to adjust difficulty.4th, wall concreting difficulty is damped, quality control on construction difficulty is big.
The content of the invention
The purpose of the present invention provides a kind of viscous damping wall frame body branch to overcome the problems, such as existing in the prior art and defect
Support body system and construction method, it is ensured that viscous damping wall construction quality.The present invention reduces damping wall stand body and installs without excessively putting into
Difficulty, while ensure viscous damping wall construction quality, and the support system of the present invention can be reused, damper flatness and
Verticality can carry out high-precision adjusting.
The technical solution adopted by the present invention to solve the technical problems is：
Viscous damping wall integration support system adjusts dress including four load-bearing upright bars, two load-bearing horizon bars, two
It puts, six roots of sensation girt, four hounds, four channel steels, two root bottom part channel steels, it is characterised in that：The every load-bearing is stood
Bar is made of upper pright stanchion, lower upright bar and adjusting nut, and upper pright stanchion lower part sets equidistant socket joint hole and mating bolt, upper pright stanchion
Lower end is positioned in lower upright bar and passes through mating bolt and fixes, and lower upright bar top sets silk mouth and adjusting nut, can adjust vertical
Bar, lower upright bar fixed position；Every load-bearing horizon bar installs a regulating device, and the lower end of every two lower upright bars is fixed on one
On the channel steel of bottom, integral, every load-bearing horizon bar both ends are connected by four girts respectively between four lower upright bars
Socket joint passes through another two girts and two load-bearing levels respectively at the top of two upper pright stanchions respectively between four upper pright stanchions
Bar connection is integral, and every two channel steels are connected with the same side bottom channel steel by bolt, and bottom channel steel is consolidated by foundation bolt
It is fixed at the top of ground, every channel steel by a hound on corresponding bottom channel steel.
The regulating device is made 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 external member B two saves steel pipe and is welded respectively with square steel, and the square steel of external member A is fixed on threaded rod
On one end, another one adjustable nut of end cap of threaded rod is sleeved on threaded rod by the hole being equipped on square steel, can be free to slide,
On threaded rod, another adjustable nut is sleeved between external member A and square steel a steel pipe socket of external member B, the steel pipe of external member A and
Another steel pipe of external member B is respectively fitted on load-bearing horizon bar.External member A is welded using DN65*3 steel pipes, 100*50*3 square steel,
External member B is welded using DN65*3 steel pipes, DN48*3 short steel pipes, 100*50*3 square steel.
The upper pright stanchion is DN48*3 steel pipes, sets socket joint hole on upper pright stanchion, aperture 8mm-10mm passes through adjusting nut
And bolt adjusts entire load-bearing pole length；Lower upright bar is DN65*3.5 steel pipes, and lower one section DN48*3 steel pipes of upright bar side welding are made
For girt socket joint hole.
The load-bearing horizon bar uses DN40*3 short steel pipes of the DN48*3 steel pipes both ends weld length for 200mm, socket joint
In fixed in load-bearing upright bar.
It is the DN40*3 short steel pipes of 200mm with holding that the girt, which uses DN48*3 steel pipes both ends weld length,
Upright bar is fixed again.
The hound is made 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 uses DN48*3 steel pipes, and adjusts diagonal brace pole length by rotating adjusting nut A, by adjusting hound
Length control damping wall verticality.
Utilize the construction method of the viscous damping wall integration support system, it is characterised in that according to the following steps into
Row：Viscous damping wall construction is synchronous with agent structure, and damping wall, one step ahead in horizontal structure, passes through with vertical structure synchronous construction
The load-bearing upright bar of viscous damping wall integration support system and load-bearing horizon bar supporting damping device, jackscrew and load-bearing by hound
Regulating device on horizon bar realizes the fine tuning of damping wall flatness and verticality.
It is made of conventional mould backing material.
Viscous damping wall frame body support system, independently of other supporting racks.
Damper flatness and verticality, using can thin portion fine tuning rod piece be adjusted.
For the present invention without excessively putting into, reduction damping wall stand body installs difficulty, while ensures viscous damping wall construction quality,
And the support system of the present invention can be reused, and damper flatness and verticality can carry out high-precision adjusting.
Description of the drawings
Fig. 1 is the floor map of the present invention.
Fig. 2 is the diagrammatic cross-section of the present invention.
Fig. 3 is the detail treatment figure of component 2 of the present invention.
Specific embodiment
The present invention is described in detail below in conjunction with the accompanying drawings：
As shown in Figure 1, Figure 2, Figure 3 shows, viscous damping wall integration support system of the present invention, including four load-bearing upright bars, two
1, two regulating device 2 of root load-bearing horizon bar, the hound 7, four of six roots of sensation girt 5, four channel steel 8, four root bottom part channel steels
10, it is characterised in that：The every load-bearing upright bar is made of upper pright stanchion 3, lower upright bar 6 and adjusting nut 4,3 lower part of upper pright stanchion
Equidistant socket joint hole and mating bolt are set, the lower end of upper pright stanchion 3, which is positioned in lower upright bar 6 and passes through mating bolt, to be fixed, under
6 top of upright bar sets silk mouth and adjusting nut 4, can adjust upper pright stanchion 3,6 fixed position of lower upright bar；Every load-bearing horizon bar 1 is pacified
A regulating device 2 is filled, the lower end of every two lower upright bars 6 is fixed on a root bottom part channel steel 10, between four lower upright bars 6 respectively
Connected by four girts 5 integral, every 1 both ends of load-bearing horizon bar difference socket joint is at two 3 tops of upper pright stanchions, and four
Connect integral, every two channel steels between root upper pright stanchion 3 by another two girts 5 and two load-bearing horizon bars 1 respectively
8 are connected with the same side bottom channel steel 10 by bolt, and bottom channel steel 10 is fixed on ground by foundation bolt, and every channel steel 8 pushes up
Portion is fixed on by a hound 7 on corresponding bottom channel steel 10.The hound 7 is by steel pipe, jackscrew 9 and adjusting nut A
Composition, one end of steel pipe are cased with one jackscrew 9 of adjusting nut A and connection, and steel pipe uses DN48*3 steel pipes, and passes through rotation and adjust spiral shell
Female A adjusts diagonal brace pole length, by adjusting diagonal brace pole length control damping wall verticality.The upper pright stanchion 3 is DN48*3
Steel pipe sets socket joint hole on upper pright stanchion 3, and aperture 8mm0mm, passes through adjusting nut 4 and bolt adjusts entire load-bearing pole length；Under
Upright bar 6 is DN65*3.5 steel pipes, and lower 6 side of upright bar welding, one section DN48*3 steel pipes are as girt socket joint hole.Described holds
Weight horizon bar 1 uses DN40*3 short steel pipes of the DN48*3 steel pipes both ends weld length for 200mm, and socket joint is in solid in load-bearing upright bar
It is fixed.The girt 5 uses DN48*3 steel pipes both ends weld length to be stood for the DN40*3 short steel pipes of 200mm with load-bearing
Bar is fixed.
As shown in figure 3, the regulating device 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 formed, and external member A2-1 is welded by a section steel pipe with square steel, and external member B2-4 two saves steel pipe and welded respectively with square steel
It connects, the square steel of external member A2-1 is fixed on threaded rod 2-2 one end, another one adjustable nut 2-5 of end cap of threaded rod 2-2；
It is sleeved on square steel 2-3 by the hole being equipped on threaded rod 2-2, it can be free to slide；A steel pipe socket of external member B2-4 is in threaded rod 2-2
On, another adjustable nut 2-5 is sleeved between external member A2-1 and square steel 2-3, and the steel pipe of external member A2-1 and external member B2-4's is 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.
Utilize the construction method of the viscous damping wall integration support system, it is characterised in that according to the following steps into
Row：Viscous damping wall construction is synchronous with agent structure, and damping wall, one step ahead in horizontal structure, passes through with vertical structure synchronous construction
The load-bearing upright bar of viscous damping wall integration support system and load-bearing horizon bar supporting damping device 12, by hound jackscrew and hold
Regulating device on weight horizon bar, realizes the fine tuning of damping wall flatness and verticality.
Viscous damping wall integration support system making step is as follows：
(1) each component of processing and fabricating support system；
(2) binding of wall reinforcing bar is damped；
(3) vertical upright bar (3,6) is installed, by girt 5, vertical upright bar drawknot is fixed；
(4) 1 supporting damping device 12 of load-bearing horizon bar is installed, load-bearing horizon bar is sleeved in vertical upright bar 3 and fixes, and passes through adjusting
Nut 4 adjusts vertical load-bearing upright bar height, and 12 flatness of damper is made to reach requirement；
(5) 12 anchor foot of damper is fixed with wall steel bar spot welding.
(6) damping wall form 11 molds；
(7) according to control line, bottom channel steel 10 is fixed on ground by foundation bolt；
(8) channel steel 8 is turned over, passes through the verticality of the adjustment damping wall of jackscrew 9 (i.e. 12 lower end of damper) of hound 7.
(9) monitored by Portable vertical degree detector and pass through regulating device 2 and adjust 12 upper end of damper, make damper
12 verticalities are consistent with damping wall and meet the requirements.
(10) wall concreting is damped.
The steel pipe, adjusting nut, jackscrew, channel steel etc. are common templates backing material.
The size of each component of the present invention can be adjusted according to the size of damper.
Each Member Welding of the present invention is processed in processing space first, scene carries out assembled when damper is installed.
Processing and fabricating of the present invention is simple, practical, gathers materials on the spot, and disassembling operations are simple, can be recycled for multiple times, and design is closed
Reason, can be widely used.
Claims (7)
1. viscous damping wall integration support system, including four load-bearing upright bars, two load-bearing horizon bars（1）, two adjust dress
It puts（2）, six roots of sensation girt（5）, four pieces hounds（7）, four pieces channel steels（8）, two root bottom part channel steels（10）, it is characterised in that：
The every load-bearing upright bar is by upper pright stanchion（3）, lower upright bar（6）And adjusting nut（4）Composition, upper pright stanchion（3）Lower part setting etc.
Spacing socket joint hole and mating bolt, upper pright stanchion（3）Lower end be positioned over lower upright bar（6）It is interior and pass through mating bolt and fix, it is lower vertical
Bar（6）Top sets silk mouth and adjusting nut（4）, upper pright stanchion can be adjusted（3）, lower upright bar（6）Fixed position；Every load-bearing level
Bar（1）One regulating device is installed（2）, every two lower upright bars（6）Lower end be fixed on a root bottom part channel steel（10）On, under four
Upright bar（6）Between pass through four girts respectively（5）Connect integral, every load-bearing horizon bar（1）Distinguish socket joint in both ends
In two upper pright stanchions（3）Top, four upper pright stanchions（3）Between pass through another two girts respectively（5）And two load-bearing levels
Bar（1）Connect integral, every two channel steels（8）With the same side bottom channel steel（10）It is connected by bolt, bottom channel steel（10）
Ground, every channel steel are fixed on by foundation bolt（8）Top is fixed on corresponding bottom channel steel by a hound 7（10）
On.
2. viscous damping wall integration support system according to claim 1, it is characterised in that：The regulating device
（2）By external member A（2-1）, threaded rod（2-2）, square steel（2-3）, external member B（2-4）, two adjustable nuts（2-5）Composition, external member
A（2-1）It is welded by a section steel pipe with square steel, external member B（2-4）Two section steel pipes are welded respectively with square steel, external member A（2-
1）Square steel be fixed on threaded rod（2-2）On one end, threaded rod（2-2）Another one adjustable nut of end cap（2-5）, square steel（2-
3）The upper hole by being equipped with is sleeved on threaded rod（2-2）On, it can free to slide, external member B（2-4）A steel pipe socket in threaded rod（2-
2）On, another adjustable nut（2-5）It is sleeved on external member A（2-1）And square steel（2-3）Between, external member A（2-1）Steel pipe and set
Part B（2-4）Another steel pipe be respectively fitted over load-bearing horizon bar（1）On.
3. viscous damping wall integration support system according to claim 1, it is characterised in that：The upper pright stanchion（3）
For DN48*3 steel pipes, upper pright stanchion（3）Upper setting socket joint hole, aperture 8mm-10mm pass through adjusting nut（4）And bolt adjustment is entire
Load-bearing pole length；Lower upright bar（6）For DN65*3.5 steel pipes, lower upright bar（6）Welding one section DN48*3 steel pipes in side are drawn as horizontal
Bar socket joint hole.
4. viscous damping wall integration support system according to claim 1, it is characterised in that：The load-bearing horizon bar
（1）DN40*3 short steel pipes of the DN48*3 steel pipes both ends weld length for 200mm are used, socket joint is in fixed in load-bearing upright bar.
5. viscous damping wall integration support system according to claim 1, it is characterised in that：The girt
（5）DN48*3 steel pipes both ends weld length is used to be fixed for the DN40*3 short steel pipes of 200mm with load-bearing upright bar.
6. viscous damping wall integration support system according to claim 1, it is characterised in that：The hound is by steel
Pipe, jackscrew and adjusting nut A compositions, one end of steel pipe are cased with one jackscrew of adjusting nut A and connection, and steel pipe uses 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 verticality.
7. utilize the construction method of viscous damping wall integration support system described in claim 1, it is characterised in that by following
Step carries out：Viscous damping wall construction is synchronous with agent structure, and damping wall is with vertical structure synchronous construction one step ahead in horizontal junction
Structure, by the load-bearing upright bar of viscous damping wall integration support system and load-bearing horizon bar supporting damping device, by the top of hound
Regulating device on silk and load-bearing horizon bar realizes the fine tuning of damping wall flatness and verticality.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610675753.1A CN106150123B (en) | 2016-08-16 | 2016-08-16 | Viscous damping wall integration support system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610675753.1A CN106150123B (en) | 2016-08-16 | 2016-08-16 | Viscous damping wall integration support system and construction method |
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| Publication Number | Publication Date |
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| CN106150123A CN106150123A (en) | 2016-11-23 |
| CN106150123B true CN106150123B (en) | 2018-05-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610675753.1A Active CN106150123B (en) | 2016-08-16 | 2016-08-16 | Viscous damping wall integration support system and construction method |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021712B (en) * | 2019-12-06 | 2022-05-13 | 中冶天工集团有限公司 | Damper cantilever wall template reinforcing mechanism and using method thereof |
| CN113047666A (en) * | 2021-04-09 | 2021-06-29 | 西安建筑科技大学 | Limiting device is supported in installation of assembled PC wall |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4872634A (en) * | 1988-08-29 | 1989-10-10 | The Burke Company | Bracing for tilt-up wall panel |
| CN102444203A (en) * | 2011-09-15 | 2012-05-09 | 浙江城建建设集团有限公司 | High-altitude large-span cantilever corridor type steel concrete structure and construction method |
| CN102535845A (en) * | 2012-02-14 | 2012-07-04 | 浙江省建工集团有限责任公司 | Construction method of bearing frame of corridor structure |
| CN102619329A (en) * | 2011-01-26 | 2012-08-01 | 甘肃省第八建筑工程公司 | Expansion restraint construction method for post-pouring belt |
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN206016305U (en) * | 2016-08-16 | 2017-03-15 | 中建三局第二建设工程有限责任公司 | Viscous damping wall integration support system |
-
2016
- 2016-08-16 CN CN201610675753.1A patent/CN106150123B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4872634A (en) * | 1988-08-29 | 1989-10-10 | The Burke Company | Bracing for tilt-up wall panel |
| CN102619329A (en) * | 2011-01-26 | 2012-08-01 | 甘肃省第八建筑工程公司 | Expansion restraint construction method for post-pouring belt |
| CN102444203A (en) * | 2011-09-15 | 2012-05-09 | 浙江城建建设集团有限公司 | High-altitude large-span cantilever corridor type steel concrete structure and construction method |
| CN102535845A (en) * | 2012-02-14 | 2012-07-04 | 浙江省建工集团有限责任公司 | Construction method of bearing frame of corridor structure |
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN206016305U (en) * | 2016-08-16 | 2017-03-15 | 中建三局第二建设工程有限责任公司 | Viscous damping wall integration support system |
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| CN106150123A (en) | 2016-11-23 |
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