CN109083408A - A kind of shear wall pours device for fixing module and construction method - Google Patents
A kind of shear wall pours device for fixing module and construction method Download PDFInfo
- Publication number
- CN109083408A CN109083408A CN201810939695.8A CN201810939695A CN109083408A CN 109083408 A CN109083408 A CN 109083408A CN 201810939695 A CN201810939695 A CN 201810939695A CN 109083408 A CN109083408 A CN 109083408A
- Authority
- CN
- China
- Prior art keywords
- template
- sleeve
- support plate
- support
- mounting base
- 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
- 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 kind of shear walls to pour device for fixing module and construction method, including template, reinforcement fixed plate, sleeve, force rod, stress conical round table, stud, washer, nut, clamp device, support plate one, mounting base one, support rod, support plate two, mounting base two, anti-slop serrations and limited block；The template has two pieces and the placement that is parallel to each other, it is close on the outside of template and reinforcement fixed plate is installed, sleeve is installed between two pieces of templates, the activity of limited block lower end is placed with support device, support device includes support plate one, mounting base one, support rod, support plate two, mounting base two and anti-slop serrations, and the present invention is practical, can effectively tighten template, when being supported to template, support device will not generate sliding, and whole fixed effect is good.
Description
Technical field
The present invention relates to the realm of building construction, specifically a kind of shear wall pours device for fixing module and construction method.
Background technique
Shear wall (shear wall) is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.Wind is primarily subjected in house or structures
The wall of horizontal loading caused by load or geological process and vertical load (gravity) prevents structure shear (being cut) from destroying.Again
Claim seismic structural wall, earthquake resistant wall, is generally made into armored concrete.
It divides plane shear wall and cylinder shear wall.Plane shear wall for reinforced concrete frame structure, lift slab structure,
In flat slab system.It, can cast-in-place or prefabrication and assembly construction steel at certain positions for rigidity, intensity and the collapse resistant capacity for increasing structure
Reinforced concrete shear wall.Cast-in-place shear wall pours simultaneously with Zhou Bianliang, column, good integrity.Cylinder shear wall for skyscraper,
It in tall and slender structure and overhung construction, is surrounded by the division wall of escalator, staircase, equipment and assistance building, barrel is cast-in-place
Reinforced concrete wall, stiffness and strength can bear biggish 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, the former is to bear based on vertical load, such as masonry wall；
The latter is to bear based on horizontal loading.In the area that provides fortification against earthquakes, horizontal loading is mainly generated by horizontal earthquake action, therefore shear wall
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 arrangement of reinforcement by structural material and build
Block shear wall.It is wherein the most commonly used with reinforced concrete shear wall.
The fixed device fixed effect of existing shear wall formwork is not so good, have the case where may generating wall deflection.
Summary of the invention
The purpose of the present invention is to provide a kind of shear walls to pour device for fixing module and construction method, to solve above-mentioned back
The problem of being proposed in scape technology.
To achieve the above object, the invention provides the following technical scheme:
A kind of shear wall pours device for fixing module and construction method, including template, sleeve, force rod, stress conical round table, double
Hook bolt, nut, support plate one, mounting base one, support rod, support plate two, mounting base two, anti-slop serrations and limited block；The mould
Plate has two pieces of placements that are parallel to each other, and template perpendicular to the ground, is equipped with sleeve between two pieces of templates, sleeve interlude has force rod,
Sleeve left and right ends are provided with stress conical round table, and template is close in stress conical round table major diameter one end, and stud passes through set
Cylinder is internally mounted on the through-hole of corresponding templates and reinforcement fixed plate, and stud diameter is equal to sleeve diameter, and stud is left
Fixation is tightened using nut respectively in right both ends, reinforces being provided with limited block in fixed plate, the activity of limited block lower end is placed with support
Device, support device include support plate one, mounting base one, support rod, support plate two, mounting base two and anti-slop serrations, support plate one
With skidding when reinforcing that fixed plate binding face is rougher to prevent support, it is provided with mounting base one in support plate one, it is living in mounting base one
Dynamic to be equipped with support rod, support rod both ends offer the through-hole being coupled respectively, and support rod is far from the activity of one one end of mounting base
It is mounted in mounting base two, for mounting base two in support plate two, two lower surface of support plate is provided with anti-slop serrations
As a further solution of the present invention: being close on the outside of template and reinforcement fixed plate is installed.
As further scheme of the invention: having washer between nut and reinforcement fixed plate, washer is sleeved on double end spiral shell
On bolt and between nut and fixed stiffening plate.
As further scheme of the invention: sleeve, stud, nuts and washers form clamp device, fastening dress
It installs close to marginal position at left and right sides of template, left and right is each provided with two groups and up and down distribution.
As further scheme of the invention: it is characterized in that, sleeve is PVC material.
A kind of shear wall pours device for fixing module construction method, selects the sleeve of corresponding length according to actual needs, will
Two pieces of templates are placed in parallel in the horizontal plane, and then fixed plate is reinforced in addition one on the outside of template, by sleeve as corresponding through-hole
Stud is passed through and reinforces fixed plate, sleeve and template, then successively installs all sleeves and stud activity by place,
Make template perpendicular to horizontal plane and two template alignments, first will be close to the stud at horizontal plane and tightened by nut, spiral shell is installed
It is set with washer at stud both ends before female, then the bolt nut structure far from horizontal plane is installed by same procedure, it will be movable
Support plate one in mounted support device with rough surface, which is close proximity to, to be added
Support plate two with anti-slop serrations is placed in horizontal plane by the lower end of strong fixed board upper limit position block, and keeps support plate two most
It measures toward fixed stiffening plate direction close to until support plate two is immovable.
Compared with prior art, the beneficial effects of the present invention are: the present invention is practical, template can be effectively tightened,
When being supported to template, support device will not generate sliding, and whole fixed effect is good.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that shear wall pours device for fixing module.
Fig. 2 is that shear wall pours the structural schematic diagram in device for fixing module.
Fig. 3 is that shear wall pours the structural schematic diagram in device for fixing module.
In figure: 1- template, 2- reinforce fixed plate, 3- sleeve, 301- force rod, 4- stress conical round table, 5- stud,
6- washer, 7- nut, 8- clamp device, 9- support plate one, 10- mounting base one, 11- support rod, 12- support plate two, 13- installation
Seat two, 14- anti-slop serrations, 15- limited block.
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.
Please refer to Fig. 1~3, in the embodiment of the present invention, a kind of shear wall pours device for fixing module, including template 1, reinforces
Fixed plate 2, sleeve 3, force rod 301, stress conical round table 4, stud 5, washer 6, nut 7, clamp device 8, support plate
One 9, mounting base 1, support rod 11, support plate 2 12, mounting base 2 13, anti-slop serrations 14 and limited block 15；The template 1 has
Two pieces and the placement that is parallel to each other, template 1 perpendicular to the ground, are close to be equipped on the outside of template 1 and reinforce fixed plate 2, two pieces of templates 1 it
Between sleeve 3 is installed, 3 interlude of sleeve has force rod 301, and 3 left and right ends of sleeve are provided with stress conical round table 4, stress cone
Template 1 is close in 4 major diameter one end of shape rotary table, and stud 5 passes through sleeve 3 and is internally mounted to corresponding templates 1 and reinforces fixed plate 2
Through-hole on, 5 diameter of stud be equal to 3 internal diameter of sleeve, fixation, spiral shell are tightened using nut 7 respectively in 5 left and right ends of stud
There is washer 6 between mother 7 and reinforcement fixed plate 2, washer 6 is sleeved on stud 5, sleeve 3, stud 5, nut 7 and pad
6 composition clamp devices 8 of circle, the setting of clamp device 8 in the left and right sides of template 1 close to marginal position, left and right be each provided with two groups and
Distribution up and down；Reinforce being provided with limited block 15 in fixed plate 2,15 lower end activity of limited block is placed with support device, support device
Including support plate 1, mounting base 1, support rod 11, support plate 2 12, mounting base 2 13 and anti-slop serrations 14, support plate 1 with
Reinforce skidding when 2 binding face of fixed plate is rougher to be prevented from supporting, is provided with mounting base 1, mounting base 1 in support plate 1
On be movably installed with support rod 11,11 both ends of support rod offer the through-hole being coupled respectively, and support rod 11 is far from mounting base
One 10 one end are movably arranged in mounting base 2 13, and mounting base 2 13 is in support plate 2 12, the setting of 2 12 lower surface of support plate
There are anti-slop serrations 14.
A kind of shear wall pours device for fixing module construction method, selects the sleeve 3 of corresponding length according to actual needs, will
Two pieces of templates 1 are placed in parallel in the horizontal plane, and then fixed plate 2 is reinforced in addition one on the outside of template 1, by sleeve 3 as correspondence
Stud 5 is passed through and reinforces fixed plate 2, sleeve 3 and template, then successively by all sleeves 3 and stud 5 by through hole
Activity installs, and makes template 1 perpendicular to horizontal plane and two template alignments, first will be close to the stud 5 at horizontal plane and passes through nut 7
It tightens, is set with washer 6 at 5 both ends of stud before installation nut 7, then the bolt spiral shell far from horizontal plane is installed by same procedure
Support plate 1 with rough surface in the mounted support device of activity is close proximity to and reinforces 2 upper limit position block of fixed plate by parent structure
Support plate 2 12 with anti-slop serrations 14 is placed in horizontal plane by 15 lower end, and reinforces support plate 2 12 toward fixed as far as possible
2 direction of plate is close to until support plate 2 12 is immovable.
The present invention is practical, can effectively tighten template, support device will not generate when being supported to template
Sliding, whole fixed effect are good.
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 (8)
1. a kind of shear wall pours device for fixing module, which is characterized in that including template (1), sleeve (3), force rod (301),
Stress conical round table (4), stud (5), nut (7), support plate one (9), mounting base one (10), support rod (11), support
Plate two (12), mounting base two (13), anti-slop serrations (14) and limited block (15)；The template (1) has two pieces and the placement that is parallel to each other,
Template (1) perpendicular to the ground, is equipped with sleeve (3) between two pieces of templates (1), and sleeve (3) interlude has force rod (301), sleeve
(3) left and right ends are provided with stress conical round table (4), and template (1) is close in stress conical round table (4) major diameter one end, double end spiral shell
Bolt (5) passes through sleeve (3) and is internally mounted on the through-hole of corresponding templates (1) and reinforcement fixed plate (2), stud (5) diameter
Equal to sleeve (3) internal diameter, stud (5) left and right ends use nut (7) to tighten fixation respectively, reinforce setting on fixed plate (2)
It is equipped with limited block (15), limited block (15) lower end activity is placed with support device, and support device includes support plate one (9), installation
One (10) of seat, support rod (11), support plate two (12), mounting base two (13) and anti-slop serrations (14), support plate one (9) and reinforcement are solid
Skidding when preventing support that fixed board (2) binding face is rougher is provided with mounting base one (10), mounting base one in support plate one (9)
(10) it is movably installed on support rod (11), support rod (11) both ends offer the through-hole being coupled, support rod (11) respectively
It is movably arranged in mounting base two (13) far from mounting base one (10) one end, mounting base two (13) is in support plate two (12), branch
Fagging two (12) lower surface is provided with anti-slop serrations (14).
2. shear wall according to claim 1 pours device for fixing module, which is characterized in that be close on the outside of template (1)
It is equipped with and reinforces fixed plate (2).
3. shear wall according to claim 2 pours device for fixing module, which is characterized in that nut (7) and reinforcement are fixed
Have between plate (2) washer (6), washer (6) be sleeved on stud (5) and in nut (7) and fixed stiffening plate (2) it
Between.
4. shear wall according to claim 3 pours device for fixing module, which is characterized in that sleeve (3), stud
(5), proximal edge is leaned in nut (7) and washer (6) composition clamp device (8), clamp device (8) setting at left and right sides of template (1)
Position, left and right are each provided with two groups and up and down distribution.
5. shear wall according to claim 1 pours device for fixing module, which is characterized in that sleeve (3) is PVC material.
6. a kind of shear wall pours device for fixing module construction method, which is characterized in that the sleeve (3) of corresponding length is selected, it will
Two pieces of templates (1) are placed in parallel in the horizontal plane, by sleeve (3) as corresponding through hole, stud (5) are passed through and are reinforced admittedly
Then fixed board (2), sleeve (3) and template successively install all sleeves (3) and stud (5) activity, template (1) is made to hang down
Directly in horizontal plane and two template alignments, it first will be close to the stud (5) at horizontal plane and tightened by nut (7), nut is installed
(7) washer (6) are set at stud (5) both ends before, then the bolt nut structure far from horizontal plane is installed by same procedure,
Support plate one (9) with rough surface in the mounted support device of activity is close proximity to and reinforces fixed plate (2) upper limit position block
(15) support plate two (12) with anti-slop serrations (14) is placed in horizontal plane by lower end.
7. shear wall according to claim 6 pours device for fixing module and construction method, which is characterized in that in template
(1) fixed plate (2) are reinforced in outside addition one.
8. shear wall according to claim 6 pours device for fixing module and construction method, which is characterized in that make support plate
Two (12) are as far as possible toward fixed stiffening plate (2) direction close to until support plate two (12) is immovable.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810939695.8A CN109083408A (en) | 2018-08-17 | 2018-08-17 | A kind of shear wall pours device for fixing module and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810939695.8A CN109083408A (en) | 2018-08-17 | 2018-08-17 | A kind of shear wall pours device for fixing module and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109083408A true CN109083408A (en) | 2018-12-25 |
Family
ID=64793773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810939695.8A Pending CN109083408A (en) | 2018-08-17 | 2018-08-17 | A kind of shear wall pours device for fixing module and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109083408A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111663552A (en) * | 2020-06-15 | 2020-09-15 | 中国一冶集团有限公司 | Prefabricated brick fetal membrane of assembled |
| CN114439221A (en) * | 2022-02-10 | 2022-05-06 | 浙江立琪机械有限公司 | Template for building construction |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050043859A (en) * | 2005-04-19 | 2005-05-11 | (주)토목기술엔지니어링 | Structure of matrix |
| CN203626251U (en) * | 2013-11-07 | 2014-06-04 | 北城致远集团有限公司 | Double-layered concrete wall formwork support structure |
| CN205314568U (en) * | 2015-12-31 | 2016-06-15 | 中铁二局集团有限公司 | Strutting arrangement is pour to shear force wall |
| CN105781100A (en) * | 2016-04-28 | 2016-07-20 | 中国水利水电第八工程局有限公司 | Template component for sidewall of subway station |
| CN206458091U (en) * | 2016-08-27 | 2017-09-01 | 莫少南 | A kind of constructional form fixing apparatus |
| CN207277847U (en) * | 2017-10-25 | 2018-04-27 | 美好建设有限公司 | A kind of assembled overlapped shear wall fixing templates |
| CN108035546A (en) * | 2017-11-09 | 2018-05-15 | 李强 | A kind of shear wall formwork for placing fixing device for building |
-
2018
- 2018-08-17 CN CN201810939695.8A patent/CN109083408A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050043859A (en) * | 2005-04-19 | 2005-05-11 | (주)토목기술엔지니어링 | Structure of matrix |
| CN203626251U (en) * | 2013-11-07 | 2014-06-04 | 北城致远集团有限公司 | Double-layered concrete wall formwork support structure |
| CN205314568U (en) * | 2015-12-31 | 2016-06-15 | 中铁二局集团有限公司 | Strutting arrangement is pour to shear force wall |
| CN105781100A (en) * | 2016-04-28 | 2016-07-20 | 中国水利水电第八工程局有限公司 | Template component for sidewall of subway station |
| CN206458091U (en) * | 2016-08-27 | 2017-09-01 | 莫少南 | A kind of constructional form fixing apparatus |
| CN207277847U (en) * | 2017-10-25 | 2018-04-27 | 美好建设有限公司 | A kind of assembled overlapped shear wall fixing templates |
| CN108035546A (en) * | 2017-11-09 | 2018-05-15 | 李强 | A kind of shear wall formwork for placing fixing device for building |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111663552A (en) * | 2020-06-15 | 2020-09-15 | 中国一冶集团有限公司 | Prefabricated brick fetal membrane of assembled |
| CN114439221A (en) * | 2022-02-10 | 2022-05-06 | 浙江立琪机械有限公司 | Template for building construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107355037A (en) | Assembling type steel structure builds self-bearing type steel truss form bracing system and construction method | |
| CN105178609A (en) | High-altitude bulk construction method for steel-structure grid | |
| CN105544762A (en) | Method for installing seismic isolation layer | |
| CN102296829B (en) | Method for constructing three-dimensional cable net curtain wall | |
| CN109083408A (en) | A kind of shear wall pours device for fixing module and construction method | |
| CN108729640B (en) | Mounting method of cantilever plate of assembled building | |
| CN203755177U (en) | Large-span cover beam bearing force supporting device | |
| CN205805019U (en) | Column underpinning device | |
| CN203799620U (en) | Wind-resistant and vibration isolation structure of roof advertising board | |
| KR20120042239A (en) | Steel plate shear wall which columns bear only gravity load | |
| CN205557292U (en) | Assembled sloping leg steel suspension bridge | |
| CN207846461U (en) | One kind plus pier Foundation Supported with Composite Soil Nailing | |
| CN109235638B (en) | Anti-seismic prefabricated beam-column joint for prefabricated building and construction method thereof | |
| CN203430006U (en) | Quick disassembly and assembly cantilever bracket for building outer wall construction | |
| CN208379451U (en) | End bay cast-in-place support | |
| CN106869515A (en) | The dismountable top plate supporting device of regularization | |
| CN206607706U (en) | A kind of drawing shore for shear wall construction | |
| CN205742210U (en) | Z-shaped steel bracket | |
| CN206220322U (en) | A kind of pre-stress floor | |
| CN205063498U (en) | Increase beam column | |
| JP2016153559A (en) | Construction method of wooden building and foundation member used for construction method | |
| CN110468957A (en) | A kind of two-way open-web truss structure system in space and its construction method | |
| CN107059899B (en) | High side slope supporting construction | |
| CN214461390U (en) | A earthquake-resistant structure for architectural design | |
| CN211421138U (en) | Strutting arrangement for civil engineering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181225 |
|
| RJ01 | Rejection of invention patent application after publication |