CN105839912A - Molding bracket for shear wall of building - Google Patents
Molding bracket for shear wall of building Download PDFInfo
- Publication number
- CN105839912A CN105839912A CN201610358588.7A CN201610358588A CN105839912A CN 105839912 A CN105839912 A CN 105839912A CN 201610358588 A CN201610358588 A CN 201610358588A CN 105839912 A CN105839912 A CN 105839912A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- aluminum alloy
- alloy pattern
- building
- plate
- 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
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a molding bracket for a shear wall of a building. The molding bracket for the shear wall of the building comprises aluminum templates, wood-plastic plates, anchoring nails and nuts, wherein the wood-plastic plates are arranged on the inner sides of the aluminum templates; the wood-plastic plates are connected with the aluminum templates through the anchoring nails; the nuts are arranged at the two ends of each anchoring nail; the molding bracket for the shear wall of the building is provided with two aluminum templates and two wood-plastic plates respectively; the two sides of the aluminum templates are provided with connecting pieces; the connecting pieces are connected with the aluminum templates in a welding manner; the lower ends of the connecting pieces are provided with hydraulic rods; the hydraulic rods are connected with the connecting pieces in a hinging manner; the bottoms of the hydraulic rods are provided with baffle plates; the front ends of the anchoring nails are provided with vertical rods; the two sides of the vertical rods are provided with strengthening rids. The molding bracket for the shear wall of the building is high in structural strength, is convenient and reliable to mount, and is long in service life.
Description
Technical field
The present invention relates to a kind of building shear wall shaped support.
Background technology
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.House or structures it is primarily subjected to wind load or horizontal loading that geological process causes and the body of wall of vertical load (gravity), prevents structure shear (being cut) from destroying.Also known as seismic structural wall, earthquake resistant wall, typically make with armored concrete.
Its point plane shear wall and cylinder shear wall.Plane shear wall is in reinforced concrete frame structure, lift slab structure, flat slab system.For increasing the rigidity of structure, intensity and collapse resistant capacity, can cast-in-place or precast and assembled reinforced concrete shear wall at some position.Cast-in-place shear wall pours with Zhou Bianliang, post simultaneously, good integrity.Cylinder shear wall is in skyscraper, tall and slender structure and overhung construction
, the division wall of escalator, staircase, equipment and assistance building surrounding, barrel is cast in situ ferroconcrete wall body, and its rigidity and intensity can bear bigger horizontal loading compared with plane shear wall.The foot of a wall can be divided into load bearing wall and shear wall according to loading characteristic, and the former is to bear vertical load, such as masonry wall；The latter is to bear horizontal loading.In the district that provides fortification against earthquakes, horizontal loading is mainly produced by horizontal earthquake action, and therefore shear wall is otherwise referred to as seismic structural wall, earthquake resistant wall.Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block shear wall by structural material.Wherein the most commonly used with reinforced concrete shear wall.According to the construction experience in Practical Project, the present Research of comprehensive fracture.The crack of reinforced concrete shear wall generally can be divided into surface imperfection crack, crosscutting concern.
Current existing shear wall shaped support simple in construction, molding effect is bad, and structural strength is the highest, and service life is the longest.
Summary of the invention
It is high that the technical problem to be solved in the present invention is to provide a kind of structural strength, easy installation and reliable, service life length building shear wall shaped support.
For solving the problems referred to above, the present invention adopts the following technical scheme that
A kind of building shear wall shaped support, including aluminum alloy pattern plate, wood glue plate, holdfast and nut, described wood glue plate is located at inside aluminum alloy pattern plate, described wood glue plate and aluminum alloy pattern plate are connected by holdfast, described nut is located at holdfast two ends, described aluminum alloy pattern plate and wood glue plate are respectively equipped with two pieces, described aluminum alloy pattern plate both sides are provided with connector, described connector welds with aluminum alloy pattern plate, described connector lower end is provided with hydraulic stem, and described hydraulic stem is hinged with connector, is provided with baffle plate bottom described hydraulic stem, described holdfast front end is provided with montant, and described montant both sides are provided with reinforcement.
As preferably, described holdfast is provided with more than one, it is possible to lift structure intensity.
As preferably, described holdfast, in being equally spaced, keeps uniform force.
As preferably, described aluminum alloy pattern plate thickness is more than 5mm, keeps structural strength high.
As preferably, described baffle plate is fixing with aluminum alloy pattern plate to be connected, and keeps baffle arrangement stable.
The invention have the benefit that there is reinforcement the montant both sides of setting, keep the shear wall structure intensity after shaping high；The aluminum alloy pattern plate arranged is corrosion-resistant, keeps service life long；The wood glue plate arranged keeps being convenient in demoulding, and keeps easy installation and reliable；The hydraulic cylinder arranged keeps compact conformation reliable, good forming effect.
Accompanying drawing explanation
Fig. 1 is a kind of structure chart building shear wall shaped support of the present invention.
Detailed description of the invention
As shown in Figure 1, a kind of building shear wall shaped support, including aluminum alloy pattern plate 1, wood glue plate 2, holdfast 3 and nut 4, described wood glue plate 2 is located at inside aluminum alloy pattern plate 1, described wood glue plate 2 and aluminum alloy pattern plate 1 are connected by holdfast 3, described nut 4 is located at holdfast 3 two ends, described aluminum alloy pattern plate 1 and wood glue plate 2 are respectively equipped with two pieces, described aluminum alloy pattern plate 1 both sides are provided with connector 5, described connector 5 welds with aluminum alloy pattern plate 1, described connector 5 lower end is provided with hydraulic stem 6, described hydraulic stem 6 is hinged with connector 5, it is provided with baffle plate 7 bottom described hydraulic stem 6, described holdfast 3 front end is provided with montant 8, described montant 8 both sides are provided with reinforcement 9.
Described holdfast 3 is provided with more than one.
Described holdfast 3 is in being equally spaced.
Described aluminum alloy pattern plate 1 thickness is more than 5mm.
Described baffle plate 7 is fixing with aluminum alloy pattern plate 1 to be connected.
The invention have the benefit that there is reinforcement the montant both sides of setting, keep the shear wall structure intensity after shaping high；The aluminum alloy pattern plate arranged is corrosion-resistant, keeps service life long；The wood glue plate arranged keeps being convenient in demoulding, and keeps easy installation and reliable；The hydraulic cylinder arranged keeps compact conformation reliable, good forming effect.
The above, the only detailed description of the invention of the present invention, but protection scope of the present invention is not limited thereto, any change expected without creative work or replacement, all should contain within protection scope of the present invention.
Claims (5)
1. a building shear wall shaped support, it is characterized in that: include aluminum alloy pattern plate, wood glue plate, holdfast and nut, described wood glue plate is located at inside aluminum alloy pattern plate, described wood glue plate and aluminum alloy pattern plate are connected by holdfast, described nut is located at holdfast two ends, described aluminum alloy pattern plate and wood glue plate are respectively equipped with two pieces, described aluminum alloy pattern plate both sides are provided with connector, described connector welds with aluminum alloy pattern plate, described connector lower end is provided with hydraulic stem, described hydraulic stem is hinged with connector, it is provided with baffle plate bottom described hydraulic stem, described holdfast front end is provided with montant, described montant both sides are provided with reinforcement.
Building shear wall shaped support the most according to claim 1, it is characterised in that: described holdfast is provided with more than one.
Building shear wall shaped support the most according to claim 2, it is characterised in that: described holdfast is in being equally spaced.
Building shear wall shaped support the most according to claim 3, it is characterised in that: described aluminum alloy pattern plate thickness is more than 5mm.
Building shear wall shaped support the most according to claim 4, it is characterised in that: described baffle plate is fixing with aluminum alloy pattern plate to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610358588.7A CN105839912A (en) | 2016-05-27 | 2016-05-27 | Molding bracket for shear wall of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610358588.7A CN105839912A (en) | 2016-05-27 | 2016-05-27 | Molding bracket for shear wall of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105839912A true CN105839912A (en) | 2016-08-10 |
Family
ID=56594562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610358588.7A Pending CN105839912A (en) | 2016-05-27 | 2016-05-27 | Molding bracket for shear wall of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105839912A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322483A (en) * | 2018-10-25 | 2019-02-12 | 上海绿地建设(集团)有限公司 | A kind of reinforcing support construction of shear wall exterior sheathing |
| CN110130632A (en) * | 2019-04-29 | 2019-08-16 | 广东技术师范学院天河学院 | A kind of interlayer template and its installation method for aseismatic joint construction |
| CN115262967A (en) * | 2022-08-29 | 2022-11-01 | 胡洋 | Steel structure supporting device for building construction |
| CN115262967B (en) * | 2022-08-29 | 2024-07-05 | 济宁宏顺机械制造有限公司 | Steel structure supporting device for house construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202248857U (en) * | 2011-09-19 | 2012-05-30 | 万保金 | Brushing-free double-layer concrete formwork |
| CN204402041U (en) * | 2015-01-19 | 2015-06-17 | 浙江国泰建设集团有限公司 | A kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism |
| KR20160022498A (en) * | 2014-08-20 | 2016-03-02 | 대구가톨릭대학교산학협력단 | Hydraulic jack supporter |
| CN205259588U (en) * | 2015-12-31 | 2016-05-25 | 浙江省送变电工程公司 | Mirror surface concrete beam column's template device |
| CN205822770U (en) * | 2016-05-27 | 2016-12-21 | 王春明 | A kind of building shear wall shaped support |
-
2016
- 2016-05-27 CN CN201610358588.7A patent/CN105839912A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202248857U (en) * | 2011-09-19 | 2012-05-30 | 万保金 | Brushing-free double-layer concrete formwork |
| KR20160022498A (en) * | 2014-08-20 | 2016-03-02 | 대구가톨릭대학교산학협력단 | Hydraulic jack supporter |
| CN204402041U (en) * | 2015-01-19 | 2015-06-17 | 浙江国泰建设集团有限公司 | A kind of inclined-plane body of wall cantilever adjustable angle formwork mechanism |
| CN205259588U (en) * | 2015-12-31 | 2016-05-25 | 浙江省送变电工程公司 | Mirror surface concrete beam column's template device |
| CN205822770U (en) * | 2016-05-27 | 2016-12-21 | 王春明 | A kind of building shear wall shaped support |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322483A (en) * | 2018-10-25 | 2019-02-12 | 上海绿地建设(集团)有限公司 | A kind of reinforcing support construction of shear wall exterior sheathing |
| CN110130632A (en) * | 2019-04-29 | 2019-08-16 | 广东技术师范学院天河学院 | A kind of interlayer template and its installation method for aseismatic joint construction |
| CN115262967A (en) * | 2022-08-29 | 2022-11-01 | 胡洋 | Steel structure supporting device for building construction |
| CN115262967B (en) * | 2022-08-29 | 2024-07-05 | 济宁宏顺机械制造有限公司 | Steel structure supporting device for house construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104018582A (en) | Prestressed concrete beams and slabs with flexural steel bars at upper portions and frame structure system | |
| CN202627506U (en) | Formwork for cast-in-place concrete connecting beams | |
| CN102493602A (en) | Ductile concrete column capable of delaying local buckling of steel bars and manufacturing method thereof | |
| CN106930401A (en) | A kind of assembled industrialization steel structure house | |
| CN108035546B (en) | Template fixing device is pour to shear force wall for building | |
| CN102852281B (en) | A kind of have the prestressing force precast main beam of shelving breach | |
| CN203867067U (en) | U-shaped steel concrete compound section beam | |
| CN105220792A (en) | A kind of prefabricated concealed bracings energy-consuming shear wall and assemble method thereof | |
| CN205822770U (en) | A kind of building shear wall shaped support | |
| CN105839912A (en) | Molding bracket for shear wall of building | |
| CN104895221B (en) | Assembled shaped steel confined concrete shear wall structure | |
| CN203403558U (en) | Shear wall | |
| KR101528972B1 (en) | Wall for seismic retrofit and construction methods of the wall | |
| CN108316469A (en) | A kind of prefabrication system and its construction technology | |
| CN201610636U (en) | Fixing and supporting bracket for stacking precast concrete slab | |
| CN208219844U (en) | A kind of prefabrication system | |
| JP5532468B1 (en) | Formwork support member in the slab | |
| CN210507768U (en) | Novel prefabricated balcony | |
| CN210289164U (en) | Building block brick reinforcement | |
| CN210086610U (en) | Laminated slab for concrete shear wall | |
| CN203603490U (en) | Supporting structure used for erecting formwork truss on prefabricated beam | |
| KR100837831B1 (en) | Underground downward construction system | |
| CN206769153U (en) | Assemble cast-in-place combined type superposed box mesh-beam floor system attachment structure | |
| CN206607706U (en) | A kind of drawing shore for shear wall construction | |
| CN103993673A (en) | Shear wall panel with supporting frames and connecting structure and construction method for shear wall panel and composite floor slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160810 |