CN208815889U - A kind of deformation joint integrally can turnover type template system - Google Patents
A kind of deformation joint integrally can turnover type template system Download PDFInfo
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- CN208815889U CN208815889U CN201821458048.7U CN201821458048U CN208815889U CN 208815889 U CN208815889 U CN 208815889U CN 201821458048 U CN201821458048 U CN 201821458048U CN 208815889 U CN208815889 U CN 208815889U
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- mode structure
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- deformation joint
- round tube
- nut
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- 230000007306 turnover Effects 0.000 title claims abstract description 13
- 238000009415 formwork Methods 0.000 claims description 11
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 10
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 10
- 241001330002 Bambuseae Species 0.000 claims description 10
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 10
- 239000011425 bamboo Substances 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 10
- 239000002023 wood Substances 0.000 claims description 10
- 239000002184 metal Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract 1
- 229920006328 Styrofoam Polymers 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000008261 styrofoam Substances 0.000 description 4
- 239000000945 filler Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000005253 cladding Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of deformation joint of the utility model integrally can turnover type template system belong to the realm of building construction, solves existing cast template, degree of plainness for wall surface is low after casting, second-rate problem, the technical solution of use: inside mode structure and outside mode structure, inside mode structure and outside mode structure are located at the two sides of concrete layer to be cast, inside mode structure and outside mode structure are connected as one by anchor connection device, anchor connection device, including nut, intermediate connector and outside screw, nut is fixed in advance on the mode structure of inside, intermediate connector includes medial support plate and lateral branch fagging, connecting rod is equipped with connecting screw hole close to one end of lateral branch fagging, one end of medial support plate is extended outward to form with externally threaded stud, stud is connect with nut, outside screw passes through the installation being reserved on the mode structure of outside Hole is connect with connecting screw hole, and inside mode structure and outside mode structure are connected as one by anchor connection device.
Description
Technical field:
The utility model belongs to building engineering construction field, integrally can turnover type template more particularly to a kind of deformation joint
System.
Background technique:
Deformation joint is the general name of expansion joint, subsiding crack and aseismic joint.Building can often generate change under extraneous factor effect
Shape causes cracking even to destroy.Deformation joint be in response to this and reserved build joint.The shear wall formwork of deformation joint two sides
A quality control problem always is installed, not can guarantee the quality of the flatness of shear wall, verticality and concrete compactness generally,
Deformation joint formwork erection difficulty is big, and assembling and disassembling template difficulty is big, and template is easily caused to leave in deformation joint.
At present through frequently with have following two mode: first is that this structure can not be all using styrofoam as filler material
Turn, considerably increases construction cost, easily lead to floating during concrete placings, quality is difficult to ensure and styrofoam is frangible, it is difficult to is clear
Reason.In addition styrofoam is inadequate as filler rigidity, not can guarantee the structure size of deformation joint, and template axis displacement and the mould that rises are several
Rate increases.
In order to solve these problems, some people solve the problems, such as this by the way of being formed reinforcing bar keel shuttering supporting, than
Such as the patent No.: 201721543591.2, patent name are as follows: a kind of patent of expansion joint shear wall formwork, although this template is very
It is good when solving the problems, such as that styrofoam is filler, its in use process there is also following problem, although 1, pass through
Guarantee the distance between two templates by the way of prefabricated limit concrete, but can not solve to the template at internal thread broaching fastening
Meeting lateral bend into deformation joint, the problem for causing the degree of plainness for wall surface of casting lower；2 be that the easy spillage in inner side template bottom is existing
As the casting quality of the concrete layer of inner side template bottom is unable to reach construction requirement.
Utility model content:
The utility model overcomes the shortcomings of the prior art, solves existing cast template, degree of plainness for wall surface after casting
Low, second-rate problem, it is desirable to provide a kind of deformation joint integrally can turnover type template system, the system structure is simple, peace
Dress is convenient, replaces Horizontal limiting concrete using intermediate connector, makes to play fastening and position-limiting action simultaneously, save material, simplifies work
Sequence, raising efficiency and casting quality.
In order to solve the above technical problems, the technical solution adopted by the utility model is: a kind of deformation joint can integrally have enough to meet the need
Formula template system characterized by comprising
One inside mode structure, is installed on the inside of deformation joint concrete layer to be cast, and the bottom of inside mode structure is located at three
On angle bracket, shelf bracket is bolted to connection to be fixedly connected with service sleeve；
One outside mode structure, is installed on the outside of deformation joint concrete layer to be cast, reserves anchor connection device peace thereon
Fill hole；
Anchor connection device, including nut, intermediate connector and outside screw, nut are fixed on inside mode structure in advance
On, intermediate connector includes medial support plate and lateral branch fagging, is fixed by the connecting rod between two support plates and two branch
The distance between fagging is identical as the thickness of concrete layer to be cast, and connecting rod is equipped with connection spiral shell close to one end of lateral branch fagging
Hole, one end of medial support plate are extended outward to form with externally threaded stud, and stud is connect with nut, and outside screw passes through reserved
The mounting hole on mode structure is connect with connecting screw hole on the outside, and anchor connection device connects inside mode structure with outside mode structure
It is integrated.
Further, the inside mode structure is multilayer formwork structure, including inner metal plate layer and bamboo slab rubber layer, inside
For sheet-metal layers cladding on bamboo slab rubber, bamboo slab rubber layer is fixed with the multilayer lumps of wood laterally outside, is fixed on the outside of the lumps of wood multiple rows of
Reinforce round tube, reinforces round tube and be arranged in a crisscross manner with the lumps of wood.
Further, the outside mode structure is identical as inside mode structure, is multilayer formwork structure.
Further, every group of the reinforcement round tube of the inner side template structure by two side by side round tube form, side by side on round tube
It is welded with mountain type card, nut is welded on the outside of the type card of mountain.
Further, every group of the reinforcement round tube of the inner side template structure by two side by side round tube form, side by side on round tube
It is welded with mountain type card.
Further, the end of the inside mode structure and outside mode structure is fixed by multiple reinforcement weldings.
The utility model has the advantages that compared with prior art.
1, this is practical by increasing shelf bracket in the bottom of interior side form structure, and inner formwork support structure is made to be located at triangle support
On frame, spillage when can prevent from being poured promotes casting quality.
2, in view of at split bolt the problem of metope out-of-flatness, the utility model is by split bolt and Horizontal limiting concrete
Structure function is merged, and the structure of existing split bolt is changed, and two support plates ensure that the water at template system fastening
Flat distance solves the problems, such as to shrink on the inside of deformation joint, improves the flatness of concrete layer after casting.
3, the utility model overall structure is simple, can reuse, and compared with prior art, improves installation effectiveness.
Detailed description of the invention:
The utility model is described in more detail with reference to the accompanying drawing.
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the partial enlarged view at Fig. 1.
Fig. 3 is the structural schematic diagram of anchor connection device.
In figure: 1 is inside mode structure, and 11 be sheet-metal layers, and 12 be bamboo slab rubber layer, and 13 be the lumps of wood, and 14 be to reinforce round tube, 2
It is concrete layer for outside mode structure, 3,4 be anchor connection device, and 5 be triangle bracket, and 6 be mountain type card, and 7 be intermediate connection
Part, 71 be stud, and 72 be medial support plate, and 73 be lateral branch fagging, and 74 be connecting rod, and 8 be outside screw, and 9 be nut.
Specific embodiment:
It is understandable to enable the purpose of this utility model, feature and advantage to become apparent, it is practical to this with reference to the accompanying drawing
Novel specific embodiment is described in detail.
As Figure 1-Figure 2, a kind of deformation joint integrally can turnover type template system characterized by comprising interior side form
Structure 1 and outside mode structure 2, inside mode structure 1 and outside mode structure 2 are located at the two sides of concrete layer 3 to be cast, pass through
Inside mode structure 1 and outside mode structure 2 are connected as one by anchor connection device 4.
Specifically, as shown in figure 3, the structure of anchor connection device 4 are as follows: including nut 9, intermediate connector 7 and outside
Screw 8, nut 9 are fixed in advance on the mode structure 1 of inside, and intermediate connector 7 includes medial support plate 72 and lateral branch fagging 73,
Thickness phase fixed by connecting rod 74 and the distance between two support plates and concrete layer 3 to be cast between two support plates
Together, connecting rod 74 is equipped with connecting screw hole close to one end of lateral branch fagging 73, and one end of medial support plate 72 extends outward to form
With externally threaded stud 71, stud 71 is connect with nut 9, outside screw 8 pass through be reserved in outside mode structure 2 on mounting hole with
Inside mode structure 1 and outside mode structure 2 are connected as one by connecting screw hole connection, anchor connection device 4.
In order to which interior side form bottom is easy spillage, the problem of being also easy to produce faulting of slab ends, the bottom of inside mode structure 1 is placed in triangle support
On frame, shelf bracket is bolted to connection to be fixedly connected with service sleeve, is provided using shelf bracket to inside mode structure 1
Bottom support, thus the case where effectivelying prevent spillage appearance.
The inside mode structure 1 and outside mode structure 2 are for multilayer formwork structure, including inner metal plate layer 11 and bamboo
Glue plate layer 12, for the cladding of inner metal plate layer 11 on bamboo slab rubber, bamboo slab rubber layer 12 is fixed with the multilayer lumps of wood 13, side laterally outside
The outside of wood 13 is fixed with multiple rows of reinforcement round tube 14, reinforces round tube 14 and the lumps of wood 13 is arranged in a crisscross manner.This multilayer film is hardened
Structure can either meet intensity required for support system, and can reduce the weight of total system, facilitate lifting, turnover, promoted
Construction efficiency.
14 every groups of the reinforcement round tube of inner side template structure by two side by side round tube form, mountain type card is welded on round tube side by side
6, nut 9 is welded on 6 outside of mountain type card.14 every groups of the reinforcement round tube of the inner side template structure by two side by side round tube form,
Mountain type card 6 is welded on round tube side by side.
In order to reduce the concrete deformation degree of inside mode structure 1 and 2 end of outside mode structure, inside mode structure 1 and outer
The end of side form structure 2 is fixed by multiple reinforcement weldings.
The practical process of the utility model are as follows: first in place by the lifting of inside mode structure 1, then by the spiral shell of intermediate connector 7
Column 71 is fixedly connected with the nut 9 being preset in inner side template structure, and then lifting outside mode structure 2, outside mode structure 2 lift
After in place, outside screw 8 is fixedly connected across chevron card on the mode structure 2 of outside is welded on the connecting screw hole of connector, in this way
Inside mode structure 1 and outside mode structure 2 are fixed as one, and form concreting between inside mode structure 1 and outside mode structure 2
Cavity.And it is sheet-metal layers 11 that inside mode structure 1 and outside mode structure 2, which are close to the side of concrete layer 3, can use iron
Skin ensure that the flatness of concrete layer 3.
The embodiments of the utility model have been described in detail above with reference to the accompanying drawings, but the utility model is not limited to
Embodiment is stated, within the knowledge of a person skilled in the art, the utility model aims can also not departed from
Under the premise of various changes can be made.
Claims (6)
1. a kind of deformation joint integrally can turnover type template system characterized by comprising
One inside mode structure (1) is installed on the inside of deformation joint concrete layer to be cast (3), the bottom position of inside mode structure (1)
It is fixedly connected with service sleeve on shelf bracket, shelf bracket is bolted to connection；
One outside mode structure (2), is installed on the outside of deformation joint concrete layer to be cast (3), reserves anchor connection device thereon
(4) mounting hole；
Anchor connection device (4), including nut (9), intermediate connector (7) and outside screw (8), nut (9) are fixed in advance
On interior side form structure (1), intermediate connector (7) includes medial support plate (72) and lateral branch fagging (73), two support plates
Between and two support plate the distance between fixed by connecting rod (74) it is identical as the thickness of concrete layer to be cast (3), even
Extension bar (74) is equipped with connecting screw hole close to the one end of lateral branch fagging (73), and one end of medial support plate (72) extends outward to form
With externally threaded stud (71), stud (71) is connect with nut (9), and outside screw (8), which passes through, to be reserved on outside mode structure (2)
Mounting hole connect with connecting screw hole, inside mode structure (1) and outside mode structure (2) are connected as one by anchor connection device (4)
Body.
2. a kind of deformation joint according to claim 1 integrally can turnover type template system, it is characterised in that: the inside
Mode structure (1) is multilayer formwork structure, including inner metal plate layer (11) and bamboo slab rubber layer (12), inner metal plate layer (11) packet
It covers on bamboo slab rubber, being fixed with laterally outside the multilayer lumps of wood (13) for bamboo slab rubber layer (12) is fixed with more on the outside of the lumps of wood (13)
Row reinforces round tube (14), reinforces round tube (14) and the lumps of wood (13) and is arranged in a crisscross manner.
3. a kind of deformation joint according to claim 1 integrally can turnover type template system, it is characterised in that: the outside
Mode structure (2) is identical as inside mode structure (1), is multilayer formwork structure.
4. a kind of deformation joint according to claim 2 integrally can turnover type template system, it is characterised in that: the inside
Every group of the reinforcement round tube (14) of formwork structure by two side by side round tube form, mountain type card (6), nut are welded on round tube side by side
(9) it is welded on the outside of mountain type card (6).
5. a kind of deformation joint according to claim 1 integrally can turnover type template system, it is characterised in that: the inside
Every group of the reinforcement round tube (14) of formwork structure by two side by side round tube form, mountain type card (6) is welded on round tube side by side.
6. a kind of deformation joint according to claim 1 or 4 integrally can turnover type template system, it is characterised in that: described
The end of inside mode structure (1) and outside mode structure (2) is fixed by multiple reinforcement weldings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821458048.7U CN208815889U (en) | 2018-09-06 | 2018-09-06 | A kind of deformation joint integrally can turnover type template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821458048.7U CN208815889U (en) | 2018-09-06 | 2018-09-06 | A kind of deformation joint integrally can turnover type template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208815889U true CN208815889U (en) | 2019-05-03 |
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ID=66276174
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821458048.7U Active CN208815889U (en) | 2018-09-06 | 2018-09-06 | A kind of deformation joint integrally can turnover type template system |
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| Country | Link |
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| CN (1) | CN208815889U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058625A (en) * | 2020-01-03 | 2020-04-24 | 中国建筑一局(集团)有限公司 | A wall support formwork system and its construction method under the condition of limited outer space |
-
2018
- 2018-09-06 CN CN201821458048.7U patent/CN208815889U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111058625A (en) * | 2020-01-03 | 2020-04-24 | 中国建筑一局(集团)有限公司 | A wall support formwork system and its construction method under the condition of limited outer space |
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