CN106150123A - Viscous damping wall integration support system and construction method - Google Patents
Viscous damping wall integration support system and construction method Download PDFInfo
- Publication number
- CN106150123A CN106150123A CN201610675753.1A CN201610675753A CN106150123A CN 106150123 A CN106150123 A CN 106150123A CN 201610675753 A CN201610675753 A CN 201610675753A CN 106150123 A CN106150123 A CN 106150123A
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- CN
- China
- Prior art keywords
- load
- bearing
- damping wall
- steel pipe
- support system
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- 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.)
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Classifications
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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
-
- 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
Abstract
The present invention relates to viscous damping wall integration support system and construction method, support system device includes 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 means, by load-bearing vertical rod and load-bearing horizon bar supporting damping device, by the adjusting means on the jackscrew of hound and load-bearing horizon bar, it is achieved damping wall flatness and the fine setting of perpendicularity.Construction method is that viscous damping wall construction is Tong Bu with agent structure, damping wall and vertical structure synchronous construction are 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 of hound and load-bearing horizon bar, it is achieved damping wall flatness and the fine setting of perpendicularity.It is simple that the support system of the present invention has making, uses common templates backing material to make, all rod member scenes easy accessibility, and achieves the high-precision requirement target of damping wall construction.
Description
Technical field
The invention belongs to engineering field, particularly to viscous damping wall integration support system and construction method, it is adaptable to
Viscous damper wall is constructed.
Background technology
Currently for viscous damper wall construction technology it is: supporting frame uses steel tube fastener to set up, and wall form uses
Normal wood template.The shortcoming of technique is: one, in order to ensure embedded part construction precision, and damping wall construction is general in agent structure
After completing, then construct, need to carry out secondary and pour, increase working procedure and cost.Two, the materials such as required steel pipe are set up at scene
Expect the most various, need to take and tear secondary construction scaffold system open.Three, antivibrator flatness and perpendicularity regulation, all use jacking,
Regulation difficulty is bigger.Four, damping wall concreting difficulty, quality control on construction difficulty is big.
Summary of the invention
Problem that the purpose of the present invention exists to overcome prior art and defect, it is provided that a kind of viscous damping wall support body props up
Support body system and construction method, it is ensured that viscous damping wall construction quality.The present invention, without too much putting into, reduces damping wall stand body and installs
Difficulty, ensures viscous damping wall construction quality simultaneously, and the support system of the present invention can be reused, antivibrator flatness and
Perpendicularity all can carry out high accuracy and regulate.
The technical solution adopted for the present invention to solve the technical problems is:
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 stand
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
In lower end is positioned over lower vertical rod and being fixed by supporting latch, lower vertical rod top arranges silk mouth and adjusting nut, can regulate vertical
Bar, lower vertical rod fixed position；Every load-bearing horizon bar installs an adjusting means, and the lower end of every two lower vertical rods is fixed on one
On the channel-section steel of bottom, connect integral by four girts respectively between four lower vertical rods, every load-bearing horizon bar two ends
Distinguish socket joint between two upper pright stanchion tops, four upper pright stanchions respectively by another two girts and two load-bearing levels
Bar connects integral, and every two channel-section steels are connected by latch with channel-section steel bottom the same side, and bottom channel-section steel is solid by foundation bolt
Due to ground, every channel-section steel top is fixed on the bottom channel-section steel of correspondence by a hound.
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
Joint steel pipe is welded with square steel, and external member B two saves steel pipe and 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 overlaps an adjustable nut, on square steel by the borehole jack that is provided with on threaded rod, can slidably,
One steel pipe socket of external member B is on threaded rod, and another adjustable nut is enclosed between external member A and square steel, 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 uses DN65*3 steel pipe, 100*50*3 square steel to be welded,
External member B uses DN65*3 steel pipe, DN48*3 short steel pipes, 100*50*3 square steel to be welded.
Described upper pright stanchion is DN48*3 steel pipe, upper pright stanchion arranges socket joint hole, aperture 8mm-10mm, passes through adjusting nut
And latch adjusts whole bearing bar length；Lower vertical rod is DN65*3.5 steel pipe, and lower vertical rod side welding one joint DN48*3 steel pipe is made
For girt socket joint hole.
The DN40*3 short steel pipes that described load-bearing horizon bar uses DN48*3 steel pipe two ends weld length to be 200mm, socket joint
Fix in load-bearing vertical rod.
The DN40*3 short steel pipes that described girt uses DN48*3 steel pipe two ends weld length to be 200mm with hold
Heavily vertical rod is fixed.
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 uses DN48*3 steel pipe, and regulates hound length by rotating adjusting nut A, by regulation hound
Length controls damping wall perpendicularity.
The construction method of the viscous damping wall integration support system described in utilization, it is characterised in that enter according to the following steps
OK: viscous damping wall construction is Tong Bu with agent structure, damping wall, passes through one step ahead in horizontal structure with vertical structure synchronous construction
The load-bearing vertical rod of viscous damping wall integration support system and load-bearing horizon bar supporting damping device, by jackscrew and the load-bearing of hound
Adjusting means on horizon bar, it is achieved damping wall flatness and the fine setting of perpendicularity.
Conventional mould backing material is used to make.
Viscous damping wall support body support system, independent of other bracing frames.
Antivibrator flatness and perpendicularity, all use and can carefully be adjusted by fine setting rod member in portion's.
The present invention, without too much putting into, reduces damping wall stand body and installs difficulty, ensure viscous damping wall construction quality simultaneously,
And the support system of the present invention can be reused, antivibrator flatness and perpendicularity all can carry out high accuracy and regulate.
Accompanying drawing explanation
Fig. 1 is the floor map of the present invention.
Fig. 2 is the generalized section of the present invention.
Fig. 3 is the detail treatment figure of component 2 of the present invention.
Detailed description of the invention
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 vertical rods, two
1, two adjusting meanss 2 of root load-bearing horizon bar, 7, four channel-section steel 8, four root bottom part channel-section steels of 5, four hounds of six roots of sensation girt
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
Equidistant socket joint hole and supporting latch are set, in the lower end of upper pright stanchion 3 is positioned over lower vertical rod 6 and are fixed by supporting latch, under
Vertical rod 6 top arranges silk mouth and adjusting nut 4, can regulate upper pright stanchion 3, lower vertical rod 6 fixed position；Every load-bearing horizon bar 1 is pacified
Filling an adjusting means 2, the lower end of every two lower vertical rods 6 is fixed on a root bottom part channel-section steel 10, between four lower vertical rods 6 respectively
Connect integral by four girts 5, every load-bearing horizon bar 1 two ends socket joint respectively at two upper pright stanchion 3 tops, four
Connect integral by another two girts 5 and two load-bearing horizon bars 1 respectively between root upper pright stanchion 3, every two channel-section steels
8 are connected by latch with channel-section steel bottom the same side 10, and bottom channel-section steel 10 is fixed on ground by foundation bolt, and every channel-section steel 8 pushes up
Portion is fixed on the bottom channel-section steel 10 of correspondence by a hound 7.Described hound 7 is by steel pipe, jackscrew 9 and adjusting nut A
Composition, one end of steel pipe is cased with adjusting nut A and connects a jackscrew 9, and steel pipe uses DN48*3 steel pipe, and by rotating regulation spiral shell
Female A regulates hound length, controls damping wall perpendicularity by regulation hound length.Described upper pright stanchion 3 is DN48*3
Steel pipe, upper pright stanchion 3 arranges socket joint hole, aperture 8mm0mm, adjusts whole bearing bar length by adjusting nut 4 and latch；Under
Vertical rod 6 is DN65*3.5 steel pipe, and lower vertical rod 6 side welding one joint DN48*3 steel pipe is as girt socket joint hole.Described holds
The DN40*3 short steel pipes that weight horizon bar 1 uses DN48*3 steel pipe two ends weld length to be 200mm, socket joint is solid in load-bearing vertical rod
Fixed.The DN40*3 short steel pipes that described girt 5 uses DN48*3 steel pipe two ends weld length to be 200mm stands with load-bearing
Bar is fixed.
As it is shown on 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 forms, and external member A2-1 is welded with square steel by a joint steel pipe, and external member B2-4 two saves steel pipe and welds with square steel respectively
Connecing and form, the square steel of external member A2-1 is fixed on threaded rod 2-2 one end, and the threaded rod 2-2 other end overlaps an adjustable nut 2-5；
On square steel 2-3 by the borehole jack that is provided with on threaded rod 2-2, can be slidably；One steel pipe socket of external member B2-4 is at 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 uses DN65*3 steel pipe, 100*50*3 square steel to be welded, external member
B2-4 uses DN65*3 steel pipe, DN48*3 short steel pipes, 100*50*3 square steel to be welded.
The construction method of the viscous damping wall integration support system described in utilization, it is characterised in that enter according to the following steps
OK: viscous damping wall construction is Tong Bu with agent structure, damping wall, passes through one step ahead in horizontal structure with vertical structure synchronous construction
The load-bearing vertical rod of viscous damping wall integration support system and load-bearing horizon bar supporting damping device 12, by the jackscrew of hound and hold
Adjusting means on weight horizon bar, it is achieved damping wall flatness and the fine setting of perpendicularity.
Viscous damping wall integration support system making step is as follows:
(1) each component of processing and fabricating support system；
(2) damping wall reinforcing bar binding；
(3) vertical vertical rod (3,6) is installed, by girt 5, vertical vertical rod drawknot is fixed；
(4) installing load-bearing horizon bar 1 supporting damping device 12, load-bearing horizon bar is fixing in being enclosed within vertical vertical rod 3, by regulation
Nut 4 regulates vertical load-bearing vertical rod height, makes antivibrator 12 flatness reach requirement；
(5) antivibrator 12 anchor foot is fixed with wall steel bar spot welding.
(6) damping wall form 11 matched moulds；
(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, adjusted the perpendicularity of damping wall (i.e. antivibrator 12 lower end) by the jackscrew 9 of hound 7.
(9) monitor and pass through adjusting means 2 adjust antivibrator 12 upper end by Portable vertical degree detector, make antivibrator
12 perpendicularity are consistent with damping wall and meet requirement.
(10) damping wall concreting.
Described steel pipe, adjusting nut, jackscrew, channel-section steel etc. are common templates backing material.
The size of each component of the present invention can be adjusted according to the size of antivibrator.
First being processed by each for present invention Member Welding at processing space, when antivibrator is installed, scene carries out assembly.
Processing and fabricating of the present invention is simple, practical, gathers materials on the spot, and disassembling operations is 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 vertical rods, two load-bearing horizon bars (1), two regulation dresses
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
Spacing socket joint hole and supporting latch, in the lower end of upper pright stanchion (3) is positioned over lower vertical rod (6) and fixed by supporting latch, lower vertical
Bar (6) top arranges silk mouth and adjusting nut (4), can regulate upper pright stanchion (3), lower vertical rod (6) fixed position；Every load-bearing level
An adjusting means (2) installed by bar (1), and the lower end of every two lower vertical rods (6) is fixed on a root bottom part channel-section steel (10), under four
Connect integral by four girts (5) respectively between vertical rod (6), every load-bearing horizon bar (1) two ends socket joint respectively
At two upper pright stanchion (3) tops, respectively by another two girts (5) and two load-bearing levels between four upper pright stanchions (3)
Bar (1) connects integral, and every two channel-section steels (8) are connected by latch with channel-section steel bottom the same side (10), bottom channel-section steel (10)
Being fixed on ground by foundation bolt, every channel-section steel (8) top is fixed on the bottom channel-section steel (10) of correspondence by a hound 7
On.
Viscous damping wall integration support system the most according to claim 1, 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 joint steel pipe, and external member B (2-4) two joint steel pipe 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 overlaps an adjustable nut (2-5), square steel (2-
3) on by the borehole jack that is provided with on threaded rod (2-2), can slidably, a steel pipe socket of external member B (2-4) is at 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 of external member A (2-1) and set
Another steel pipe of part B (2-4) is respectively fitted on load-bearing horizon bar (1).
Viscous damping wall integration support system the most according to claim 1, it is characterised in that: described upper pright stanchion (3)
For DN48*3 steel pipe, upper pright stanchion (3) arranges socket joint hole, aperture 8mm-10mm, adjusts whole by adjusting nut (4) and latch
Bearing bar length；Lower vertical rod (6) is DN65*3.5 steel pipe, and lower vertical rod (6) side welding one joint DN48*3 steel pipe draws as level
Bar socket joint hole.
Viscous damping wall integration support system the most according to claim 1, it is characterised in that: described load-bearing horizon bar
(1) the DN40*3 short steel pipes using DN48*3 steel pipe two ends weld length to be 200mm, socket joint is fixing in load-bearing vertical rod.
Viscous damping wall integration support system the most according to claim 1, it is characterised in that: described girt
(5) the DN40*3 short steel pipes using DN48*3 steel pipe two ends weld length to be 200mm is fixed with load-bearing vertical rod.
Viscous damping wall integration support system the most according to claim 1, it is characterised in that: described hound is by steel
Pipe, jackscrew and adjusting nut A composition, one end of steel pipe is cased with adjusting nut A and connects a jackscrew, and steel pipe uses DN48*3 steel
Pipe, and regulate hound length by rotating adjusting nut A, control damping wall perpendicularity by regulation hound length.
7. utilize the construction method of viscous damping wall integration support system described in claim 1, it is characterised in that by following
Step is carried out: viscous damping wall construction is Tong Bu with agent structure, and damping wall and vertical structure synchronous construction are one step ahead in horizontal junction
Structure, by load-bearing vertical rod and the load-bearing horizon bar supporting damping device of viscous damping wall integration support system, by the top of hound
Adjusting means on silk and load-bearing horizon bar, it is achieved damping wall flatness and the fine setting of perpendicularity.
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 |
Publications (2)
| Publication Number | Publication Date |
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| CN106150123A true CN106150123A (en) | 2016-11-23 |
| CN106150123B 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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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021712A (en) * | 2019-12-06 | 2020-04-17 | 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 |
Family Cites Families (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 |
| CN102619329B (en) * | 2011-01-26 | 2015-01-07 | 甘肃省第八建筑工程公司 | Expansion restraint construction method for post-pouring belt |
| CN102444203B (en) * | 2011-09-15 | 2013-06-19 | 浙江城建建设集团有限公司 | High-altitude long-span overhanging corridor type reinforced 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 |
| CN103352564B (en) * | 2013-07-18 | 2015-12-02 | 上海建工集团股份有限公司 | Horizontal structure shuttering 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
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021712A (en) * | 2019-12-06 | 2020-04-17 | 中冶天工集团有限公司 | Damper cantilever wall template reinforcing mechanism and using method thereof |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN106150123B (en) | 2018-05-25 |
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