CN206495372U - One kind is used for cast-in-situ wall assembled double-template interconnecting piece group - Google Patents
One kind is used for cast-in-situ wall assembled double-template interconnecting piece group Download PDFInfo
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- CN206495372U CN206495372U CN201720138968.XU CN201720138968U CN206495372U CN 206495372 U CN206495372 U CN 206495372U CN 201720138968 U CN201720138968 U CN 201720138968U CN 206495372 U CN206495372 U CN 206495372U
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Abstract
It is used for cast-in-situ wall assembled double-template interconnecting piece group, including crossbeam connector 3 in adjusting connector 1, twin columns inner steel web connector 2 and twin columns in twin columns the utility model discloses one kind；Adjusting connector 1 is made up of circular steel column 11, connection wire rod 12, regulation screw 13 in twin columns；The steel fabric sheet 21 that twin columns inner steel web connector 2 is woven into by circular steel column 11, horizontal wire 22 and vertical steel wire 23 is constituted；The steel fabric sheet 31 that crossbeam connector 3 is woven into by circular steel column 11, horizontal wire 22 and vertical steel wire 23 in twin columns is constituted；Connector 1,2,3 is used for the interior connection of the assembly concrete heat insulation formwork 4 and concrete blinding 5 of in-situ concrete wall different parts, concrete heat-insulating template 4 is uniformly provided with the vertical round steel pipe 41 with gap on two faces relative with concrete blinding 5, inside socket in the round steel pipe 41 of the insert band gap of circular steel column 11 of part 1,2,3, form an extremely stable double-template structure.
Description
Technical field
The utility model, which is related to one kind, is used for cast-in-situ wall assembled double-template interconnecting piece group, belongs to construction neck
Domain.
Background technology
At present, the main form of construction work of China's skyscraper is that two-step method is carried out, the first step, reinforced concrete shear wall structure
Main body construction, inside and outside reinforced concrete shear wall needs support steel form or Bamboo Formwork, and steel form cost is high, quality weight, assembly and disassembly
Inconvenience, lifting, transport, maintenance cost are high；Bamboo Formwork can only typically reuse 4-5 times it is necessary to scrap, and cost is also very high；
In addition connection through hole closing expense that the labour cost and template connecting piece of assembly and disassembly template are formed etc., these cause construction
Cost is greatly increased；Second step, after the completion of reinforced concrete shear wall exterior wall, in addition it is also necessary to carry out external wall outer insulation construction, its
Mainly " exterior insulation system for polyphenyl plate thin plastering exterior wall ", this kind of heat-insulation system is quite a lot of the problem of China is exposed.It is main
Show：Outer wall cracking, external thermal insulation come off, heat-insulation layer poor durability, fire protecting performance are poor, do not asked with life-span etc. with building
Topic.These two aspects causes structural quality difference and building cost is high.In order to which the two-step method for overcoming existing skyscraper traditional is applied
Work technology, present inventors have proposed by above-mentioned shear wall main body and the step of external wall outer insulation two construction be improved to building shear wall with
The sandwich thermal insulated step construction of exterior wall is contemplated, it is necessary to use the special concrete heat-insulating template with efficient insulation layer and concrete mould
Plate, instead of traditional steel form or Bamboo Formwork and external thermal insulation system, in the middle of concrete heat-insulating template and concrete blinding,
Using matched cast-in-situ wall assembled double-template interconnecting piece group, it includes adjusting connector in twin columns, in twin columns
Crossbeam connector in steel mesh connector and twin columns.
Experiment proves that this kind of construction technology greatly reduces construction cost, improves efficiency of construction, improves construction quality, does
To insulation and structure-integrated, insulation material and building same life-span, main body and exterior-wall heat insulation synchronous construction are poured, energy-conservation is reached
75% index, meets new edition《Code for fire protection design of buildings》GB 50016-2014 regulation, before extremely wide market
Scape.
The utility model attempts to solve be existing building body with external thermal insulation two-step method construction be building body with
The sandwich thermal insulated one-step method construction of exterior wall, matched one kind is used for cast-in-situ wall assembled double-template interconnecting piece group.
Utility model content
The purpose of this utility model is：The construction skill that the two-step method construction for overcoming above-mentioned existing skyscraper traditional is present
Art defect, to realize that the construction of skyscraper one-step method is used for cast-in-situ wall assembly concrete heat insulation formwork and mixed there is provided one kind
The double-template interconnecting piece group of solidifying clay model plate.
What the technical solution of the utility model was realized in：One kind is used for cast-in-situ wall assembled double-template interconnecting piece
Group, it is characterised in that：Including crossbeam connector 3 in adjusting connector in twin columns 1, twin columns inner steel web connector 2 and twin columns；Twin columns
Interior adjusting connector 1 is made up of circular steel column 11, connection wire rod 12, regulation screw 13,2 to 3 connection wire rods 12 and circular steel
The vertical welding of post 11 and in the same plane, regulation screw 13 is connected with 2 connection wire rods 12 by screw thread；Twin columns inner steel web
The steel fabric sheet 21 that connector 2 is woven into by circular steel column 11, horizontal wire 22 and vertical steel wire 23 is constituted, vertical steel wire 23 with
2 circular steel columns 11 are integrally welded, and in the same plane；Crossbeam connector 3 is by circular steel column 11, horizontal steel in twin columns
The half steel silk netting 31 that silk 22 and vertical steel wire 23 are woven into is constituted, and vertical steel wire 23 and 2 circular steel columns 11 are integrally welded,
And in the same plane；Half steel silk netting 31 and steel fabric sheet 21 are wide, and its length is the 1/2 of steel fabric sheet 21；Interior connection
Part group is used for the interior connection of the assembly concrete heat insulation formwork 4 and concrete blinding 5 of in-situ concrete wall different parts, mixes
Solidifying soil heat insulation formwork 4 is uniformly provided with the vertical round steel pipe 41 with gap, interior connection on two faces relative with concrete blinding 5
The circular steel column 11 of part group and the round steel pipe 41 with gap in concrete heat-insulating template 4 and concrete blinding 5 are isometric, interior connection
In the insertion concrete heat-insulating of circular steel column 11 template 4 and round steel pipe 41 of the concrete blinding 5 with gap of part group, one is formed
Extremely stable double-template structure；The size-adjusting function of adjusting connector 1 in twin columns, for the construction of different-thickness wall, is protected
The dimensional accuracy of cast-in-situ steel reinforced concrete shear wall is demonstrate,proved；Twin columns inner steel web connector 2 be mainly used in solids size wall and
The interior connection of concrete heat-insulating template 4 and concrete blinding 5 at hole；3 are mainly used in fixing between being connected in twin columns in crossbeam
The interior connection of concrete heat-insulating template 4 and concrete blinding 5 at size wall crossbeam, interconnecting piece group and concrete heat preservation module
Plate 4 and the extremely stable double-template structure of one rigidity of formation of concrete blinding 5, need not form removal again after construction.
Described one kind is used for cast-in-situ wall assembled double-template interconnecting piece group, it is characterised in that：Described connector
1st, connector 2 and connector 3 will carry out preservative treatment.
Brief description of the drawings：
Fig. 1 is the schematic perspective view of adjusting connector 1 in the utility model twin columns；
Fig. 2 is the schematic perspective view of the utility model twin columns inner steel web connector 2；
Fig. 3 is the schematic perspective view of crossbeam connector 3 in the utility model twin columns；
Fig. 4 is the schematic perspective view of concrete heat-insulating template 4 that the utility model is used to connect；
Fig. 5 is that the utility model is used to connect the schematic perspective view of concrete blinding 5；
Fig. 6 is to connect concrete heat-insulating template 4 and concrete blinding 5 in the utility model twin columns in adjusting connector 1
Schematic perspective view；
Fig. 7 is the vertical of connection solidifying native heat insulation formwork 4 and concrete blinding 5 in the utility model twin columns inner steel web connector 2
Body schematic diagram；
Fig. 8 is the vertical of the interior connection of crossbeam connector 3 solidifying native heat insulation formwork 4 and concrete blinding 5 in the utility model twin columns
Body schematic diagram.
In figure：1 is adjusting connector in twin columns
11 be circular steel column
12 be connection wire rod
13 be regulation screw
2 be twin columns inner steel web connector
21 be steel fabric sheet
22 be horizontal wire
23 be vertical steel wire
3 be crossbeam connector in twin columns
31 be half steel silk netting
4 be concrete heat-insulating template
41 be the round steel pipe with gap on the one big face of concrete heat-insulating template 4 and concrete blinding 5
42 be the high-efficiency insulated plate positioned at concrete heat-insulating formwork core portion
5 be concrete blinding
51 be concrete
6 be in-situ concrete wall crossbeam reinforcing bar
Embodiment
The utility model is achieved in that 1~Fig. 8 is described further below in conjunction with the accompanying drawings：
What the technical solution of the utility model was realized in：One kind is used for cast-in-situ wall assembled double-template interconnecting piece
Group, it is characterised in that：Including crossbeam connector 3 in adjusting connector in twin columns 1, twin columns inner steel web connector 2 and twin columns；Twin columns
Interior adjusting connector 1 is made up of circular steel column 11, connection wire rod 12, regulation screw 13,2 to 3 connection wire rods 12 and circular steel
The vertical welding of post 11 and in the same plane, regulation screw 13 is connected with 2 connection wire rods 12 by screw thread；Twin columns inner steel web
The steel fabric sheet 21 that connector 2 is woven into by circular steel column 11, horizontal wire 22 and vertical steel wire 23 is constituted, vertical steel wire 23 with
2 circular steel columns 11 are integrally welded, and in the same plane；Crossbeam connector 3 is by circular steel column 11, horizontal steel in twin columns
The half steel silk netting 31 that silk 22 and vertical steel wire 23 are woven into is constituted, and vertical steel wire 23 and 2 circular steel columns 11 are integrally welded,
And in the same plane；Half steel silk netting 31 and steel fabric sheet 21 are wide, and its length is the 1/2 of steel fabric sheet 21；Interior connection
Part group is used for the interior connection of the assembly concrete heat insulation formwork 4 and concrete blinding 5 of in-situ concrete wall different parts, mixes
Solidifying soil heat insulation formwork 4 is uniformly provided with the vertical round steel pipe 41 with gap, interior connection on two faces relative with concrete blinding 5
The circular steel column 11 of part group and the round steel pipe 41 with gap in concrete heat-insulating template 4 and concrete blinding 5 are isometric, interior connection
In the insertion concrete heat-insulating of circular steel column 11 template 4 and round steel pipe 41 of the concrete blinding 5 with gap of part group, one is formed
Extremely stable double-template structure；The size-adjusting function of adjusting connector 1 in twin columns, for the construction of different-thickness wall, is protected
The dimensional accuracy of cast-in-situ steel reinforced concrete shear wall is demonstrate,proved；Twin columns inner steel web connector 2 be mainly used in solids size wall and
The interior connection of concrete heat-insulating template 4 and concrete blinding 5 at hole；3 are mainly used in fixing between being connected in twin columns in crossbeam
The interior connection of concrete heat-insulating template 4 and concrete blinding 5 at size wall crossbeam, interconnecting piece group and concrete heat preservation module
Plate 4 and the extremely stable double-template structure of one rigidity of formation of concrete blinding 5, need not form removal again after construction.
Described one kind is used for cast-in-situ wall assembled double-template interconnecting piece group, it is characterised in that：Described connector
1st, connector 2 and connector 3 will carry out preservative treatment.
The utility model produce beneficial effect be：
1) a kind of use for cast-in-situ wall assembled double-template interconnecting piece group, effectively by concrete heat-insulating template
4 and concrete blinding 5 firmly connect into an extremely stable rigid overall structure, the traditional two-step method of skyscraper is applied
Work skill upgrading is constructed for one-step method, improves efficiency of construction, reduction construction labor intensity.
2) it is a kind of to be used for cast-in-situ wall assembled double-template interconnecting piece group, concrete heat-insulating template 4 and concrete blinding 5
Product factorial praluction, live normalized assembled construction, speed of application is fast, and construction quality is high, free from environmental pollution, reduction construction
Cost, improves energy saving building quality.
3) a kind of use for cast-in-situ wall assembled double-template interconnecting piece group so that the He of concrete heat-insulating template 4
Concrete blinding 5 turns into non-dismantling formwork, without form removal again after construction, eliminate again dismounting template, closing connection hole and
The processes such as inner and outer wall plastering and expense.
4) a kind of application for cast-in-situ wall assembled double-template interconnecting piece group so that one-step method construction turns into can
Can, concrete heat-insulating template 4 is connected with the double-template of concrete blinding 5 by interconnecting piece (1,2,3), the cast-in-place concrete of formation
Sandwiched thermal-insulating wall, drastically increases being incubated of building, heat-insulated standard, meets new edition《Code for fire protection design of buildings》GB
50016-2014 regulation；Compared with Current Building ' outer wall heat insulating, insulation, effect of heat insulation, reduction building are substantially increased
Thing is in energy-saving heat preserving, the operating cost of heat-insulated aspect.It is integrated with building structure with insulation, heat-insulated, a variety of functions of preventing fires,
The characteristics of insulation material and building are with the life-span.
Claims (2)
1. one kind is used for cast-in-situ wall assembled double-template interconnecting piece group, it is characterised in that：Including adjusting connector in twin columns
(1), crossbeam connector (3) in twin columns inner steel web connector (2) and twin columns；Adjusting connector (1) is by circular steel column in twin columns
(11), connection wire rod (12), regulation screw (13) are constituted, and 2 to 3 connection wire rods (12) and circular steel column (11) vertical welding are simultaneously
In the same plane, regulation screw (13) is connected with 2 connection wire rods (12) by screw thread；Twin columns inner steel web connector (2)
The steel fabric sheet (21) being woven into by circular steel column (11), horizontal wire (22) and vertical steel wire (23) is constituted, vertical steel wire
(23) it is integrally welded with 2 circular steel columns (11), and in the same plane；Crossbeam connector (3) is by circular steel in twin columns
Half steel silk netting (31) that post (11), horizontal wire (22) and vertical steel wire (23) are woven into is constituted, vertical steel wire (23) with 2
Circular steel column (11) is integrally welded, and in the same plane；Half steel silk netting (31) and steel fabric sheet (21) are wide, and it is grown
Spend for the 1/2 of steel fabric sheet (21)；The assembly concrete that interconnecting piece group is used for in-situ concrete wall different parts is incubated
On the interior connection of template (4) and concrete blinding (5), concrete heat-insulating template (4) two faces relative with concrete blinding (5)
It is uniformly provided with the vertical round steel pipe (41) with gap, circular steel column (11) and the concrete heat-insulating template (4) of interconnecting piece group
It is isometric with the round steel pipe (41) with gap in concrete blinding (5), circular steel column (11) the insertion concrete of interconnecting piece group
In the round steel pipe (41) of heat insulation formwork (4) and concrete blinding (5) with gap, an extremely stable double-template structure is formed.
2. it is according to claim 1 a kind of for cast-in-situ wall assembled double-template interconnecting piece group, it is characterised in that：Institute
The connector (1,2,3) stated will carry out preservative treatment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720138968.XU CN206495372U (en) | 2017-02-16 | 2017-02-16 | One kind is used for cast-in-situ wall assembled double-template interconnecting piece group |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720138968.XU CN206495372U (en) | 2017-02-16 | 2017-02-16 | One kind is used for cast-in-situ wall assembled double-template interconnecting piece group |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206495372U true CN206495372U (en) | 2017-09-15 |
Family
ID=59804948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720138968.XU Active CN206495372U (en) | 2017-02-16 | 2017-02-16 | One kind is used for cast-in-situ wall assembled double-template interconnecting piece group |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206495372U (en) |
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2017
- 2017-02-16 CN CN201720138968.XU patent/CN206495372U/en active Active
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Address after: 266300 Zijin garden, No. 245 Jiaozhou West Road, Jiaozhou, Qingdao, Shandong. Patentee after: Qingdao great energy technology Co., Ltd. Address before: 266300 Shandong Road, North pass industrial park, Jiaozhou City, Qingdao, Shandong, 35 Patentee before: Qingdao great energy technology Co., Ltd. |
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Addressee: Qingdao great energy technology Co., Ltd. Document name: Notification of Passing Examination on Formalities |
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Addressee: QINGDAO SHIDA CHUANWEI ENERGY SAVING TECHNOLOGY Co.,Ltd. Document name: Notification to Pay the Fees |
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