CN207003720U - A kind of assembled integral concrete shear force wall attachment structure - Google Patents
A kind of assembled integral concrete shear force wall attachment structure Download PDFInfo
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- CN207003720U CN207003720U CN201720711299.0U CN201720711299U CN207003720U CN 207003720 U CN207003720 U CN 207003720U CN 201720711299 U CN201720711299 U CN 201720711299U CN 207003720 U CN207003720 U CN 207003720U
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Abstract
The utility model discloses a kind of assembled integral concrete shear force wall attachment structure, it is related to building attachment structure technical field, PCF plates and template are located at two dry wall junctions respectively as alien invasion and inner template, connecting corner yard is by corner brace bolt connection on the inside of PCF plates and on adjacent dry wall metope, each support connector is set in pairs on the outside of PCF plates and on the inside of template, tensed by each high-tensile strength screw mandrel, for fixing PCF plates and template, and formed using PCF plates as exterior sheathing, template is inner template, two dry walls pour cavity for end mould, for moulding by casting cast-in-place structural；The formwork structure that periphery is set up when the utility model eliminates the construction of dry wall junction, by wall face of the PCF plates as junction, the fixation of PCF plates and dry wall inner side template is realized by connecting corner yard and connection support member, without carrying out decoration of exterior wall again after the completion of construction, keep aesthetic property, the outward appearance globality of alien invasion, it is easy to construct, is molded preferably and forms entirety with agent structure, uniformity is high.
Description
Technical field
It the utility model is related to building attachment structure technical field, and in particular to one kind is used for integral concrete shear wall
PCF board connecting structures.
Background technology
In recent years, housing industrialization constantly developed.Using modern science and technology, advanced management method and industrialized
The mode of production, it is directed to realizing the construction of house high efficiency, high-quality, low consumption of resources and low environmental impact.The industry of house
Change has epoch-making meaning, realizes housing industry from traditional labour-intensive transformation to technology-intensive type, also will be
The direction of Mirae Corp.'s development.
Assembly of integral shearing wall structure is emerging housing industrialization Construction Mode.At present, assembled integral shear wall
The form of construction work of corner is assembling reinforcement, on the inside of shear wall, outside take formwork reinforcement to be formed and go along with sb. to guard him, and enclosed in template
Pouring for concrete is carried out in shield.Many places drawback be present in this kind of form of construction work, during construction, the strengthening construction of shear wall outboard template
Difficulty is higher, meanwhile, after form removable, need to be also incubated in outside and the construction of decorative cover, complex procedures and be difficult to in advance
Exterior wall processed keeps the unification of alien invasion effect.
Utility model content
The utility model is precisely in order to avoid the weak point present in above-mentioned prior art, there is provided one kind assembling is overall
Formula concrete shear force wall attachment structure.
The present invention adopts the following technical scheme that to solve technical problem：A kind of assembled integral concrete shear force wall connection knot
Structure, PCF plates and template are located at two dry wall junctions respectively as alien invasion and inner template, and connecting corner yard passes through corner brace bolt
It is connected on the inside of the PCF plates and on adjacent dry wall metope, is set in pairs on the outside of the PCF plates and on the inside of the template each
Connector is supported, is tensed by each high-tensile strength screw mandrel, for fixing the PCF plates and the template, and is formed with the PCF plates
For exterior sheathing, the template be inner template, two dry walls be to hold mould to pour cavity, for moulding by casting cast-in-place structural.
Further, the dry wall is followed successively by prefabricated internal lobe wall, prefabricated thermal insulation material and prefabricated outer by Inside To Outside
Page board, the PCF plates Inside To Outside are followed successively by PCF plates insulation material and the outer page board of PCF plates, the prefabricated thermal insulation material and institute
The gap stated between PCF plate insulation materials filled thermal insulation materials are filled with gap.
Further, the support connector is respectively welded by two angle steel is formed in iron block two sides, the connecting corner yard
By angle steel welding fabrication, L-type, Z-type or the type for adapting to size are set according to outer facade form.
A kind of assembled integral concrete shear force wall attachment structure, template are located at two dry wall junctions as inner template,
The prefabricated thermal insulation material b of two dry walls and prefabricated outer page board c extend to form alien invasion to closure, each to support connector to be located at
On the outside of alien invasion, the template and the support connector are tensed by each high-tensile strength screw mandrel, and are formed with the pre- of two dry walls
Insulation material b processed and prefabricated outer page board c is exterior sheathing, the template is inner template, two dry walls are to hold mould to pour cavity,
For moulding by casting cast-in-place structural.
Further, the dry wall is followed successively by prefabricated internal lobe wall, prefabricated thermal insulation material and prefabricated outer by Inside To Outside
Page board, PCF plate Inside To Outsides are followed successively by the outer page board of PCF plates insulation material and PCF plates, the prefabricated thermal insulation material with it is described
Gap between PCF plate insulation materials filled thermal insulation materials are filled with gap.
Further, the support connector is respectively welded by two angle steel is formed in iron block two sides.
A kind of assembled integral concrete shear force wall attachment structure, PCF plates and template are respectively as alien invasion and inner template
Located at two dry wall junctions, connecting corner yard is by corner brace bolt connection in PCF plates inner side and adjacent dry wall metope
On, each support connector is set on the outside of the PCF plates, the template and the support connector are tensed by each high-tensile strength screw mandrel,
The fixed PCF plates, and formed using the PCF plates as exterior sheathing, the template is inner template, two dry walls are end mould
Cavity is poured, for moulding by casting cast-in-place structural.
Further, the dry wall is followed successively by prefabricated internal lobe wall, prefabricated thermal insulation material and prefabricated outer by Inside To Outside
Page board, the PCF plates Inside To Outside are followed successively by PCF plates insulation material and the outer page board of PCF plates, the prefabricated thermal insulation material and institute
The gap stated between PCF plate insulation materials filled thermal insulation materials are filled with gap.
Further, the support connector is respectively welded by two angle steel is formed in iron block two sides, the connecting corner yard
By angle steel welding fabrication, L-type, Z-type or the type for adapting to size are set according to outer facade form.
The utility model provides a kind of assembled integral concrete shear force wall attachment structure, has the advantages that：
The formwork structure that periphery is set up when the 1st, eliminating the construction of dry wall junction, by exterior wall of the PCF plates as junction
Face, the fixation of PCF plates and dry wall inner side template is realized by connecting corner yard and connection support member, without entering again after the completion of construction
Row decoration of exterior wall, while keep the aesthetic property of alien invasion, outward appearance globality；
2nd, solve the construction problem of corner using PCF plates, be easy to construct, be molded preferably and formed with agent structure whole
Body, uniformity are high；
3rd, technology maturation, reliable, applicability is good；Steady quality, is easy to execute-in-place, and efficiency of construction is higher.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model embodiment one；
Fig. 2 is the structural representation of the utility model embodiment two；
Fig. 3 is the structural representation of the utility model embodiment three；
Fig. 4 is the sectional drawing that the utility model supports connector.
In figure：
1a, L-type connecting corner yard, 1b, Z-type connecting corner yard；2a, L-type support connector, 2b, Z-type support connector, 2c, one
Type supports connector；3rd, high-tensile strength screw mandrel；4th, cast-in-place structural；5th, corner brace bolt；6th, template；7a, prefabricated internal lobe wall, it is 7b, prefabricated
Insulation material, 7c, prefabricated outer page board；8a, PCF plate insulation material, the outer page board of 8b, PCF plate；9th, iron block；10th, angle steel；11st, fill
Gap insulation material.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer
Type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described, it is clear that described implementation
Example is the utility model part of the embodiment, rather than whole embodiments.Based on the embodiment in the utility model, this area
The every other embodiment that those of ordinary skill is obtained under the premise of creative work is not made, belongs to the utility model
The scope of protection.
As shown in Figure 1 to 4, its first structural relation is：PCF plates and template 6 are respectively as alien invasion and inner template
Located at two dry wall junctions, connecting corner yard is connected on the inside of PCF plates and on adjacent dry wall metope by corner brace bolt 5,
On the outside of the PCF plates and inner side of template 6 sets each support connector in pairs, is tensed by each high-tensile strength screw mandrel 3, for fix PCF plates and
Template 6, and formed using PCF plates as exterior sheathing, template 6 is inner template, two dry walls be hold mould pour cavity, for pouring into a mould
It is molded cast-in-place structural 4.
Its second of structural relation is：Template 6 is located at two dry wall junctions, the prefabricated guarantor of two dry walls as inner template
Adiabator 7b and prefabricated outer page board 7c extend to form alien invasion to closure, each to support connector on the outside of alien invasion, mould
Plate 6 and support connector are tensed by each high-tensile strength screw mandrel 3, and are formed with the prefabricated thermal insulation material 7b of two dry walls and prefabricated
Outer page board 7c is exterior sheathing, template 6 is inner template, two dry walls are to hold mould to pour cavity, for the cast-in-place knot of moulding by casting
Structure 4.
Its third structural relation is：PCF plates connect respectively as alien invasion with template 6 with inner template located at two dry walls
Place, connecting corner yard are connected on the inside of PCF plates and on adjacent dry wall metope by corner brace bolt 5, and each support is set on the outside of PCF plates
Connector, template 6 and support connector are tensed by each high-tensile strength screw mandrel 3, fixed PCF plates, and are formed using PCF plates as external mold
Plate, template 6 be inner template, two dry walls are to hold mould to pour cavity, for moulding by casting cast-in-place structural 4.
Preferably, dry wall is followed successively by prefabricated internal lobe wall 7a, prefabricated thermal insulation material 7b and prefabricated outer page by Inside To Outside
Plate 7c, PCF plate Inside To Outside is followed successively by the outer page board 8b, prefabricated thermal insulation material 7b and PCF of PCF plate insulation material 8a and PCF plate
Filled with gap filling insulation material 11 in gap between plate insulation material 8a.
Preferably, support connector is respectively welded by two angle steel 10 is formed in the two sides of iron block 9, and connecting corner yard is welded by angle steel
Type is connected into, L-type, Z-type or the type for adapting to size are set according to outer facade form.
Embodiment one
As shown in Figure 1, it is necessary to which the cast-in-place structural 4 of shaping is located at corner location, its both sides is connected to dry wall plan-position,
From L-type PCF plates, L-type template 6, L-type support connector 2a and L-type connecting corner yard 1a.
In installation process, L-type PCF plates are lifted between two dry walls, its both ends is docked respectively with two dry walls, outside
Side is generally aligned in the same plane with two dry wall lateral surfaces.L-type connecting corner yard 1a be connected to by corner brace bolt 5 on the inside of PCF plates and
On adjacent dry wall metope, preliminary fixed PCF plates.The assembling reinforcement in existing pouring area, and in two dry wall disposed inboard moulds
After plate 6, on the outside of PCF plates and the inside parallel of template 6 sets each L-type support connector 2a, reuses each high-tensile strength screw mandrel 3 and passes through
PCF plates and template 6 are strained and fixed by each L-type support connector 2a.The finally shape between two dry walls, PCF plates and template 6
Into cavity in poured into a mould, be molded cast-in-place structural 4.
In site operation, each to support connector to be set according to 500mm~600mm spacing, quantity is generally 5~6/mono-
Side.
Embodiment two
As shown in Figure 2, it is necessary to which the cast-in-place structural 4 of shaping is located at dry wall plan-position, its both sides is also connected to dry wall
Plan-position, it is not necessary to using PCF plates, connector 2c and a pattern plate 6 are supported from a type.
In installation process, two dry wall lateral surfaces are generally aligned in the same plane, the prefabricated outer page board 7c of two dry walls and prefabricated guarantor
Adiabator 7b, which is lengthened, to be set and docks.The assembling reinforcement in existing pouring area, and after the pattern plate 6 of two dry wall disposed inboard one,
Each type support connector 2c is laid on the outside of two dry walls, each high-tensile strength screw mandrel 3 is reused and a type is supported into connector respectively
2c and a pattern plate 6 are strained and fixed in the lateral surface and medial surface of two dry walls.Finally two dry walls and a pattern plate 6 it
Between poured into a mould in the cavity that is formed, be molded cast-in-place structural 4.
In site operation, each to support connector to be set according to 500mm~600mm spacing, quantity is generally 5~6/mono-
Side.
Embodiment three
As shown in Figure 3, it is necessary to which the cast-in-place structural 4 of shaping is located at dry wall corner location, its both sides side is connected to prefabricated
Wall corner location, opposite side are connected to dry wall plan-position, from L-type PCF plates, Z-type template 6, Z-type support connector 2b,
L-type connecting corner yard 1a and Z-type connecting corner yard 1b.
In installation process, L-type PCF plates are lifted between two dry walls, making its both ends one end dock to be formed with dry wall
Plane, and L-type connecting corner yard 1a is connected on the inside of PCF plates and on adjacent dry wall metope by corner brace bolt 5, the other end
Prefabricated outer page board 7c and prefabricated thermal insulation material 7b end is connected to, forms turning, and Z-type connecting corner yard 1b is passed through into corner brace bolt
5 are connected on the inside of PCF plates and on adjacent dry wall metope, preliminary fixed PCF plates.The assembling reinforcement in existing pouring area, and
After two dry wall disposed inboard Z-type templates 6, Z-type is set to support connector 2b in PCF plates external side parallel, each high-tensile strength screw mandrel 3 leads to
Cross Z-type support connector 2b PCF plates are strained and fixed, and Z-type template 6 is strained and fixed on the inside of two dry walls.Finally exist
Poured into a mould in the cavity formed between two dry walls, L-type PCF plates and Z-type template 6, be molded cast-in-place structural 4.
In site operation, each to support connector to be set according to 500mm~600mm spacing, quantity is generally 5~6/mono-
Side.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality
Body or operation make a distinction with another entity or operation, and not necessarily require or imply and deposited between these entities or operation
In any this actual relation or order.Moreover, term " comprising ", "comprising" or its any other variant are intended to
Nonexcludability includes, so that process, method, article or equipment including a series of elements not only will including those
Element, but also the other element including being not expressly set out, or it is this process, method, article or equipment also to include
Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that
Other identical element also be present in process, method, article or equipment including the key element.
Above example is only to illustrate the technical solution of the utility model, rather than its limitations；Although with reference to foregoing reality
Example is applied the utility model is described in detail, it will be understood by those within the art that：It still can be to preceding
State the technical scheme described in each embodiment to modify, or equivalent substitution is carried out to which part technical characteristic；And these
Modification is replaced, and the essence of appropriate technical solution is departed from the spirit and model of various embodiments of the utility model technical scheme
Enclose.
Claims (9)
- A kind of 1. assembled integral concrete shear force wall attachment structure, it is characterised in that：PCF plates and template (6) are respectively as outer Facade and inner template are located at two dry wall junctions, and connecting corner yard is connected to by corner brace bolt (5) on the inside of the PCF plates and phase On adjacent dry wall metope, each support connector is set in pairs on the outside of the PCF plates and on the inside of the template (6), is drawn by each height Power screw mandrel (3) tenses, and for fixing the PCF plates and the template (6), and is formed using the PCF plates as exterior sheathing, the mould Plate (6) is inner template, two dry walls are to hold mould to pour cavity, for moulding by casting cast-in-place structural (4).
- A kind of 2. assembled integral concrete shear force wall attachment structure according to claim 1, it is characterised in that：It is described pre- Wall processed is followed successively by prefabricated internal lobe wall (7a), prefabricated thermal insulation material (7b) and prefabricated outer page board (7c), the PCF by Inside To Outside Plate Inside To Outside is followed successively by PCF plates insulation material (8a) and the outer page board (8b) of PCF plates, the prefabricated thermal insulation material (7b) and institute The gap between PCF plates insulation material (8a) is stated with gap filling insulation material (11) filling.
- A kind of 3. assembled integral concrete shear force wall attachment structure according to claim 1, it is characterised in that：The branch Support connector is respectively welded by two angle steel (10) to be formed in iron block (9) two sides, and the connecting corner yard is by angle steel welding fabrication, root L-type, Z-type or the type for adapting to size are set according to outer facade form.
- A kind of 4. assembled integral concrete shear force wall attachment structure, it is characterised in that：Template (6) is pre- located at two as inner template Wall junction processed, the prefabricated thermal insulation material (7b) and prefabricated outer page board (7c) of two dry walls extend to closure to be formed outside stand Face, each to support connector on the outside of alien invasion, the template (6) and the support connector pass through each high-tensile strength screw mandrel (3) Tense, and to be formed with the prefabricated thermal insulation material (7b) and prefabricated outer page board (7c) of two dry walls be exterior sheathing, the template (6) is Inner template, two dry walls pour cavity for end mould, for moulding by casting cast-in-place structural (4).
- A kind of 5. assembled integral concrete shear force wall attachment structure according to claim 4, it is characterised in that：It is described pre- Wall processed is followed successively by prefabricated internal lobe wall (7a), prefabricated thermal insulation material (7b) and prefabricated outer page board (7c) by Inside To Outside, in PCF plates Laterally outside is followed successively by the outer page board (8b) of PCF plates insulation material (8a) and PCF plates, the prefabricated thermal insulation material (7b) with it is described Gap between PCF plates insulation material (8a) is with gap filling insulation material (11) filling.
- A kind of 6. assembled integral concrete shear force wall attachment structure according to claim 4, it is characterised in that：The branch Support connector is respectively welded by two angle steel (10) to be formed in iron block (9) two sides.
- A kind of 7. assembled integral concrete shear force wall attachment structure, it is characterised in that：PCF plates and template (6) are respectively as outer Facade and inner template are located at two dry wall junctions, and connecting corner yard is connected to by corner brace bolt (5) on the inside of the PCF plates and phase On adjacent dry wall metope, each support connector is set on the outside of the PCF plates, the template (6) and the support connector pass through Each high-tensile strength screw mandrel (3) tenses, the fixed PCF plates, and it is exterior sheathing, the template (6) for internal model to be formed using the PCF plates Plate, two dry walls pour cavity for end mould, for moulding by casting cast-in-place structural (4).
- A kind of 8. assembled integral concrete shear force wall attachment structure according to claim 7, it is characterised in that：It is described pre- Wall processed is followed successively by prefabricated internal lobe wall (7a), prefabricated thermal insulation material (7b) and prefabricated outer page board (7c), the PCF by Inside To Outside Plate Inside To Outside is followed successively by PCF plates insulation material (8a) and the outer page board (8b) of PCF plates, the prefabricated thermal insulation material (7b) and institute The gap between PCF plates insulation material (8a) is stated with gap filling insulation material (11) filling.
- A kind of 9. assembled integral concrete shear force wall attachment structure according to claim 7, it is characterised in that：The branch Support connector is respectively welded by two angle steel (10) to be formed in iron block (9) two sides, and the connecting corner yard is by angle steel welding fabrication, root L-type, Z-type or the type for adapting to size are set according to outer facade form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720711299.0U CN207003720U (en) | 2017-06-19 | 2017-06-19 | A kind of assembled integral concrete shear force wall attachment structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720711299.0U CN207003720U (en) | 2017-06-19 | 2017-06-19 | A kind of assembled integral concrete shear force wall attachment structure |
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| CN207003720U true CN207003720U (en) | 2018-02-13 |
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| CN201720711299.0U Active CN207003720U (en) | 2017-06-19 | 2017-06-19 | A kind of assembled integral concrete shear force wall attachment structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110607848A (en) * | 2019-08-23 | 2019-12-24 | 中国十七冶集团有限公司 | Vertical abutted seam waterproof structure of assembled prefabricated sandwich heat-insulation outer wall and implementation method |
-
2017
- 2017-06-19 CN CN201720711299.0U patent/CN207003720U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110607848A (en) * | 2019-08-23 | 2019-12-24 | 中国十七冶集团有限公司 | Vertical abutted seam waterproof structure of assembled prefabricated sandwich heat-insulation outer wall and implementation method |
| CN110607848B (en) * | 2019-08-23 | 2021-02-26 | 中国十七冶集团有限公司 | Vertical abutted seam waterproof structure of assembled prefabricated sandwich heat-insulation outer wall and implementation method |
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Address after: 518057 5F, ante building, No.5 Qimin Road, Langshan No.2 Road, North Science Park, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Shipping Construction Co., Ltd Address before: 518052 5F, ante building, No.5 Qimin Road, Langshan No.2 Road, North Science Park, Nanshan District, Shenzhen City, Guangdong Province Patentee before: Shenzhen Zhonghai Construction Co.,Ltd. |