CN209686855U - A kind of shear wall exempts from aperture support template structure - Google Patents
A kind of shear wall exempts from aperture support template structure Download PDFInfo
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- CN209686855U CN209686855U CN201920142954.4U CN201920142954U CN209686855U CN 209686855 U CN209686855 U CN 209686855U CN 201920142954 U CN201920142954 U CN 201920142954U CN 209686855 U CN209686855 U CN 209686855U
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- main joist
- shear wall
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Abstract
The utility model proposes a kind of shear walls to exempt from aperture support template structure, including side template and bulkhead, side template includes lower template and cope plate, at least two pieces of standard forms are equipped between lower template and cope plate, lath is equipped between adjacent two standard form, lower template, hole is equipped on lath and cope plate, the outside of side template is equipped with vertical secondary joist, the outside of secondary joist is equipped with lateral main joist, secondary joist is bonded template and main joist, by to drawing component between opposite main joist, the connection of drawknot component, hole and main joist are passed through to drawing component, drawknot component compresses bulkhead.The advantages of the utility model: due to the technology easy construction, strong operability, overall cost is low, and labor efficiency is high, has preferable economic benefit and social benefit, therefore have great promotional value and application prospect.
Description
Technical field
The utility model relates to construction, particularly relates to a kind of shear wall and exempt from aperture support template structure.
Background technique
In current the realm of building construction, for the shuttering supporting of shear wall, steel pipe, flitch combination are generallyd use, it is this
Structure, operation is relatively complicated, and assembled and building amount is big, and construction efficiency is low, need to use more manpower and material resources, and repeats to make
It is low with rate；In addition, split bolt hole is arranged in template at spacing intervals, so that template is provided with hole, easily damaged, the number of turnover
It reduces.
Utility model content
The utility model proposes a kind of shear walls to exempt from aperture support template structure, solves existing template aperture and causes template
Easily damaged problem.
The technical solution of the utility model is achieved in that a kind of shear wall exempts from aperture support template structure, including two
The side template of side and the bulkhead at both ends, the side template include lower template and cope plate, are set between lower template and cope plate
There are at least two pieces of standard forms, lath be equipped between adjacent two standard form, is equipped with hole on lower template, lath and cope plate,
The outside of side template is equipped with vertical secondary joist, and the outside of secondary joist is equipped with lateral main joist, and secondary joist is bonded template and master
Keel, by drawing component, drawknot component to connect between opposite main joist, to drawing component to pass through hole and main joist, pull-up structure
Part compresses bulkhead.
The main joist is square tube, and main joist is equipped with engraved structure, to the engraved structure for drawing component to pass through main joist.
It is connected between adjacent two side template by connector.
Described includes casing and split bolt to component is drawn, and casing is located in hole, and split bolt is located in sleeve.
The root of the side template is equipped with closeouts, and closeouts are bonded template and floor plates.
It is connected between two main joists of corner by turning fixture, bolt, by connecing between two main joists at straight line
Head fixture, bolt connection.
The bulkhead is clipped between two side templates, and the outside of bulkhead is equipped with compressing member, and compressing member is bonded pull-up structure
Part.
The drawknot component includes hook bolt, cross gasket, tension member and nut, and main dragon is caught in hook bolt one end
Bone, the hook bolt other end pass through tension member and are equipped with cross gasket and nut, and cross gasket blocks main joist and tension member.
Tension member is square tube, and tension member is equipped with engraved structure, and hook bolt catches on the engraved structure of main joist, hook-type spiral shell
Bolt passes through the engraved structure of tension member, and cross gasket blocks the engraved structure of main joist and tension member.
The advantages of the utility model: digitlization fashioned iron horizontal keel has bearing capacity compared with high, rigidity is big, it is small etc. excellent to deform
Point reduces lateral main joist quantity, through Mechanics Calculation and through engineering practice by the way that the spacing of vertical fashioned iron secondary joist is rationally arranged
Using shear wall digitlization fashioned iron keel template system is able to bear the concrete side in shear wall concreting process and after pouring
Pressure；By adjusting lateral main joist spacing, and arranging plate band, by screw hole setting in strip or in non-whole template, from
And it realizes standard form and exempts to box out；It is supported using regularization plastic bushing and cement, for screw channel through walls and control to be arranged
Thickness of wall body processed；Angle steel is arranged in shear wall formwork root, and wall bottom template is avoided to rise mould and spillage；Due to technology construction letter
Just, strong operability, overall cost is low, and labor efficiency is high, has preferable economic benefit and social benefit, therefore has very big
Promotional value and application prospect.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is that the utility model side template prepares structural schematic diagram.
Fig. 2 is the utility model side form board connecting structure idea figure.
Fig. 3 is the utility model side form board connecting structure side view.
Fig. 4 is the utility model side form board connecting structure top view.
Fig. 5 is the utility model bulkhead attachment structure schematic diagram.
Fig. 6 is Fig. 5 superstructure enlarged drawing.
Fig. 7 is the utility model sides adjacent template connecting structure schematic diagram.
Fig. 8 is the utility model joint clamp structural schematic diagram.
Fig. 9 is the utility model turning fixture structure schematic diagram.
In figure: 1- side template, 11- lower template, 12- lath, 13- standard form, 14- cope plate, the hole 15-, 16- connection
Part, 2- is to drawing component, 21- casing, 22- split bolt, 3- closeouts, 4- secondary joist, 5- main joist, the turning 51- fixture, 52-
Joint clamp, 53- bolt, 6- bulkhead, 7- compressing member, 8- drawknot component, 81- hook bolt, 82- cross gasket, 83- drawknot
Part, 84- nut.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are under that premise of not paying creative labor
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figure 1 to 9, a kind of shear wall exempts from aperture support template structure, and side template 1 and both ends including two sides block up
Head plate 6, the side template 1 include lower template 11 and cope plate 14, and two pieces of standards are equipped between lower template 11 and cope plate 14
Template 13 is equipped with lath 12 between adjacent two standard form 13, is equipped with hole 15 on lower template 11, lath 12 and cope plate 14,
The outside of side template 1 is equipped with vertical secondary joist 4, and the outside of secondary joist 4 is equipped with lateral main joist 5, and secondary joist 4 is bonded template
With main joist 5, by drawing component 2, drawknot component 8 to connect between opposite main joist 5, to drawing component 2 to pass through hole 15 and main
Keel 5, drawknot component 8 compress bulkhead 6.
The main joist 5 is square tube, and main joist 5 is equipped with engraved structure, to the hollow out for drawing component 2 to pass through main joist 5
Structure.
It is connected between adjacent two side template 1 by connector 16.
Described includes casing 21 and split bolt 22 to component 2 is drawn, and casing 21 is located in hole 15, and split bolt 22 is located at
In sleeve 21.
The root of the side template 1 is equipped with closeouts 3, and closeouts 3 are bonded template and floor plates.
It is connected between two main joists 5 of corner by turning fixture 51, bolt 53, between two main joists 5 at straight line
It is connected by joint clamp 52, bolt 53.
The bulkhead 6 is clipped between two side templates 1, and the outside of bulkhead 6 is equipped with compressing member 7, and the fitting of compressing member 7 is drawn
Structural member 8.
The drawknot component 8 includes hook bolt 81, cross gasket 82, tension member 83 and nut 84, hook bolt 81
Main joist 5 is caught in one end, and 81 other end of hook bolt passes through tension member 83 and is equipped with cross gasket 82 and nut 84, cross gasket
82 block main joist 5 and tension member 83.
Tension member 83 is square tube, and tension member 83 is equipped with engraved structure, and hook bolt 81 catches on the hollow out knot of main joist 5
Structure, hook bolt 81 pass through the engraved structure of tension member 83, and cross gasket 82 blocks the hollow out knot of main joist 5 and tension member 83
Structure.
The utility model shear wall exempts from aperture support template construction method, includes the following steps:
A prepares side template
The design of shear wall matching board.According to shear wall height and template specification design template allocation plan, and draw shear wall
Matching die figure, design principle are as follows: carrying out typesetting from bottom to top, side template 1 is laterally arranged as long to size, and the foot of a wall is set apart from floor
It sets the non-whole plate lower template 11 no more than 300mm high and is used as first row template, and the hole 15 for installing first of screw rod is set to
At flooring 250mm.
Second row and the standard form 13 of third row's template use whole template, and are arranged between two rows of whole templates
The lath 12 of 100mm wide is configured by row as second Screw arbor with nut at both-ends perforated panel, and by this type-setting mode to the non-whole plate position in top
It sets.
Row's template is the cope plate 14 of non-whole plate on wall top end, and the screw rod of a most upper row is set in non-whole plate.
By the above type-setting mode, the vertical spacing of Screw arbor with nut at both-ends is adjusted, Screw arbor with nut at both-ends is arranged in non-whole template,
Reach the purpose that whole template exempts from aperture.
With mould, non-whole plate concentrate with mould in carpenter's machining shed according to matching die figure, and bore the hole 15 of installation screw rod.Hole
15 position is necessarily placed in strip and non-whole template, and guarantee structure, component each section geomery it is correct.
Shear wall formwork is carried out assembly according to matching die figure in floor working face by template assembly, adjacent in assembled formwork
Two vertical edge joint positions of side template lay flat a lumps of wood as connector 16 between two parties, and with fixed form, and flitch is laid flat, to guarantee
With secondary joist same thickness.
The side template of b unification side
After the completion of side template is assembled, first the side template of side is holded up, and formwork root position is adjusted according to shear wall sideline
It sets.After molding, temporary support should be carried out in time to the template holded up, template is avoided to topple.
C setting is to drawing component
After the side template for having closed side, setting is to drawing component 2 and framework of steel reinforcement, including wears shaping plastic casing 21 and right in advance
Screw rod 22 is drawn, by the hole 15 on 21 one end of casing insertion side template of being formed, and cement bracer is lain in into reinforcing bar by code requirement
On.
The side template of the d conjunction other side
Shaping plastic casing and cement bracer are provided with, and after acceptance(check), close the side template of the other side.When molding,
Template position should be adjusted according to flooring shear wall sideline, guarantee that two side template screw hole positions are corresponding, and by regularization plastic sheath
Pipe both ends are inserted into respectively in the hole of two sides side template.Paying attention to should not be by casing, screw rod, cement bracer when closing other side template
It touches off.It, should be in time by all pre- Screw arbor with nut at both-ends worn through in the template on opposite after other side template has been closed.
Setting formwork root, which blocks, to be built
After the completion of molding, elongated Zinc-coated angle steel is set as closeouts 3 along shear wall root, stopend bottom end gap,
Avoid the foot of a wall portion concrete spillage.Angle steel horizontal side wall is close to floor face, and vertical side walls are close on the outside of template.
E installs vertical secondary joist
Vertical secondary joist 4 is using 40 × 40 × 3mm zinc-plated square steel or digitizes C-type steel secondary joist, spacing 150mm,
Vertical secondary joist is fixed temporarily using nail and iron wire with template, and vertical keel is avoided to topple over.
Secondary joist lower end should be placed in the angle steel inner corner trim of root, and by angle steel vertical side walls be located at secondary joist and template it
Between, so as to by angle steel fixation.
F installs lateral main joist
Lateral main joist 5 is installed, lateral main joist is digitlization fashioned iron, which is provided with engraved structure, lateral main joist is certainly
It is installed on down, Screw arbor with nut at both-ends, which is respectively penetrated lateral main joist, to be corresponded in hole, and screw rod both ends protruded length symmetrically stays
It sets.
It is attached in internal corner part main joist using turning fixture 51, and with lateral bolt 53 by fixture and the main dragon of transverse direction
Bone is locked.
It when main joist spreading, is attached by two main joist end part alignings and using joint clamp 52, and is inserted with lateral
Pin 53 locks joint clamp and lateral main joist.Main joist joint location should be located in the middle part of joint clamp.
G installed plug plate
After main joist 5 is installed, bulkhead 6 is set between two side templates, the outside of bulkhead is equipped with compressing member 7,
Drawknot component 8 is connected between bulkhead and main joist, drawknot component 8 includes hook bolt 81, cross gasket 82, tension member 83
With nut 84, tension member 83 is equipped with engraved structure, and main joist engraved structure is caught in 81 one end of hook bolt, and hook bolt is another
It holds the engraved structure across tension member and is equipped with cross gasket and nut, cross gasket blocks the hollow out knot of main joist and tension member
Structure is fastened, and the deformation of shear wall end plugging head plate or the swollen mould in concreting are prevented.
To prevent in concrete placings because vibration makes screw cap-falling, it is desirable that matching used cross gasket, nut must be used
Bilayer is reinforced.
All nuts must be fastened one by one, must not be omitted.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (9)
1. a kind of shear wall exempts from aperture support template structure, the bulkhead (6) of side template (1) and both ends including two sides, special
Sign is: the side template (1) includes lower template (11) and cope plate (14), is set between lower template (11) and cope plate (14)
There are at least two pieces of standard forms (13), is equipped with lath (12) between adjacent two standard form (13), lower template (11), lath (12)
With hole (15) are equipped on cope plate (14), the outside of side template (1) is equipped with vertical secondary joist (4), the outside of secondary joist (4)
Equipped with lateral main joist (5), secondary joist (4) is bonded template and main joist (5), by drawing between opposite main joist (5)
Component (2), drawknot component (8) connection, to drawing component (2) to pass through hole (15) and main joist (5), drawknot component (8) compresses plug
Plate (6).
2. shear wall according to claim 1 exempts from aperture support template structure, it is characterised in that: the main joist (5)
For square tube, main joist (5) is equipped with engraved structure, to the engraved structure for drawing component (2) to pass through main joist (5).
3. shear wall according to claim 1 exempts from aperture support template structure, it is characterised in that: adjacent two side template (1)
Between by connector (16) connect.
4. shear wall according to claim 1 exempts from aperture support template structure, it is characterised in that: described to drawing component
It (2) include casing (21) and split bolt (22), casing (21) is located in hole (15), and split bolt (22) is located at casing (21)
It is interior.
5. shear wall according to claim 1 exempts from aperture support template structure, it is characterised in that: the side template (1)
Root be equipped with closeouts (3), closeouts (3) are bonded template and floor plates.
6. shear wall according to claim 1 exempts from aperture support template structure, it is characterised in that: two main joists of corner
(5) connected between by turning fixture (51), bolt (53), between two main joists (5) at straight line by joint clamp (52),
Bolt (53) connection.
7. shear wall according to claim 1 exempts from aperture support template structure, it is characterised in that: the bulkhead (6)
It is clipped between two side templates (1), the outside of bulkhead (6) is equipped with compressing member (7), and compressing member (7) is bonded drawknot component (8).
8. shear wall according to claim 1 exempts from aperture support template structure, it is characterised in that: the drawknot component
It (8) include hook bolt (81), cross gasket (82), tension member (83) and nut (84), master is caught in hook bolt (81) one end
Keel (5), hook bolt (81) other end pass through tension member (83) and are equipped with cross gasket (82) and nut (84), cross pad
Piece (82) blocks main joist (5) and tension member (83).
9. shear wall according to claim 8 exempts from aperture support template structure, it is characterised in that: tension member (83) is side
Pipe, tension member (83) are equipped with engraved structure, and hook bolt (81) catches on the engraved structure of main joist (5), hook bolt (81)
Engraved structure across tension member (83), cross gasket (82) block the engraved structure of main joist (5) and tension member (83).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920142954.4U CN209686855U (en) | 2019-01-28 | 2019-01-28 | A kind of shear wall exempts from aperture support template structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920142954.4U CN209686855U (en) | 2019-01-28 | 2019-01-28 | A kind of shear wall exempts from aperture support template structure |
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| CN209686855U true CN209686855U (en) | 2019-11-26 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691449A (en) * | 2020-06-17 | 2020-09-22 | 无锡市航道工程有限公司 | Steel bar method construction process for high-pile frame wharf bottom beam lattice |
-
2019
- 2019-01-28 CN CN201920142954.4U patent/CN209686855U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691449A (en) * | 2020-06-17 | 2020-09-22 | 无锡市航道工程有限公司 | Steel bar method construction process for high-pile frame wharf bottom beam lattice |
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