CN205954920U - Prefabricated superimposed thermal -insulation wall - Google Patents
Prefabricated superimposed thermal -insulation wall Download PDFInfo
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- CN205954920U CN205954920U CN201621038151.7U CN201621038151U CN205954920U CN 205954920 U CN205954920 U CN 205954920U CN 201621038151 U CN201621038151 U CN 201621038151U CN 205954920 U CN205954920 U CN 205954920U
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- dowel
- bent
- steel bar
- precast concrete
- splice bar
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Abstract
The utility model provides a prefabricated superimposed thermal -insulation wall belongs to integrated board field. It has solved the problem that current heat preservation wall intensity is low. This prefabricated superimposed thermal -insulation wall, including two precast concrete board that are parallel to each other, two inboard relative settings of precast concrete board, the splice bar that still includes integrative bending type one -tenth, the splice bar is worn to establish perpendicularly and is fixed on precast concrete board, splice bar outer end bending type becomes cross linkage portion, the inner bending type of splice bar becomes the crotch, the splice bar is close to inner position bending type and becomes the go -between, and have at vertical a plurality of go -betweens that align and set up, two logical mutual companies of hook with a hook of turn the corner hook of splice bar that precast concrete board corresponds, still including vertical a plurality of atress reinforcing bars that set up, the atress reinforcing bar is worn to establish in proper order on vertical a plurality of go -betweens that align, and atress reinforcing bar both ends are stretched out and are formed and indulge connecting portion, and the heat preservation mortar has been pour between two precast concrete board. This heat preservation wall intensity is higher, and the heat insulating ability is better, and the structure is simpler.
Description
Technical field
The utility model belongs to insulated wall technical field, is related to a kind of prefabricated overlapping insulated wall.
Background technology
Conventional vacuum wall intensity is relatively low, is inconvenient to be fixed installation simultaneously, and structure is complex, leads to cost relatively
Height is it is therefore necessary to improve.
Content of the invention
The purpose of this utility model is for the above-mentioned problems in the prior art, there is provided a kind of intensity is higher, knot
Structure is more stable, and the convenient prefabricated overlapping insulated wall connecting.
The purpose of this utility model can be realized by following technical proposal:A kind of prefabricated overlapping insulated wall, including two pieces
The precast slab being parallel to each other, be oppositely arranged inside two pieces of precast slabs it is characterised in that:Also include integrally bending
The dowel being formed, dowel vertically wears and is fixed on precast slab, and dowel outer end is bent to form horizontal connecting portion, even
Connect muscle the inner and be bent to form crotch, dowel is bent to form connection ring near inner end positions, and has in longitudinally-aligned setting
Some connection rings, the corresponding dowel of two pieces of precast slabs passes through the mutual hook of crotch even, also includes longitudinally disposed some
Steel bar stress, steel bar stress is located in longitudinally-aligned some connection rings successively, and steel bar stress two ends are stretched out and formed vertical
Thermal insulation mortar has been poured between connecting portion, and two pieces of precast slabs.
It is bent to form the vertical connecting portion at horizontal connecting portion and steel bar stress two ends using dowel outer end, make this insulated wall convenient
It is fixedly connected, be simultaneously connected with muscle and pass through the mutual hook of crotch even, to fix two precast slabs, concrete can be strengthened
Intensity between native plate, simultaneously steel bar stress be located in connection ring, and pour thermal insulation mortar and fix, integrated connection can be made to be formed
Integrative-structure, heat insulating ability is more preferable simultaneously, and structure is simpler.
In above-mentioned one kind prefabricated overlapping insulated wall, described connection ring is in elliptical racetrack, and each connection ring
It is equipped with two steel bar stresses, two steel bar stresses are respectively close to connection ring-shaped corresponding major axis end.
Therefore structure is more stable.
In above-mentioned one kind prefabricated overlapping insulated wall, described dowel is integrally bent to form for reinforcing bar.
In above-mentioned one kind prefabricated overlapping insulated wall, described dowel is horizontal and vertical equidistant in precast slab
Spaced apart.
Compared with prior art, the utility model has the advantage that:
It is bent to form the vertical connecting portion at horizontal connecting portion and steel bar stress two ends using dowel outer end, make this insulated wall convenient
It is fixedly connected, be simultaneously connected with muscle and pass through the mutual hook of crotch even, to fix two precast slabs, concrete can be strengthened
Intensity between native plate, simultaneously steel bar stress be located in connection ring, and pour thermal insulation mortar and fix, integrated connection can be made to be formed
Integrative-structure, heat insulating ability is more preferable simultaneously, and structure is simpler.
Brief description
Fig. 1 is this insulated wall sectional view.
In figure,
1st, precast slab;
2nd, dowel;21st, horizontal connecting portion;22nd, crotch;23rd, connection ring;
3rd, steel bar stress;
4th, thermal insulation mortar.
Specific embodiment
The following is specific embodiment of the utility model and combine accompanying drawing, the technical solution of the utility model is made further
Description, but the utility model is not limited to these embodiments.
As shown in figure 1, a kind of prefabricated overlapping insulated wall of the utility model, including two pieces of precast slabs being parallel to each other
1, it is oppositely arranged inside two pieces of precast slabs 1, also includes the dowel 2 being integrally bent to form, dowel 2 vertically wears solid
It is scheduled on precast slab 1, dowel 2 outer end is bent to form horizontal connecting portion 21, dowel 2 the inner is bent to form crotch 22,
Dowel 2 is bent to form connection ring 23 near inner end positions, and has some connection rings 23 in longitudinally-aligned setting, and two pieces pre-
The corresponding dowel 2 of concrete slab 1 processed passes through the mutual hook of crotch 22 even, also includes longitudinally disposed some steel bar stresses 3, stress
Reinforcing bar 3 is located in longitudinally-aligned some connection rings 23 successively, and steel bar stress 3 two ends are stretched out and formed vertical connecting portion, and
Thermal insulation mortar 4 has been poured between two pieces of precast slabs 1.
Further, connection ring 23 is in be equipped with two steel bar stresses 3 in elliptical racetrack, and each connection ring 23, and two
Root steel bar stress 3 is respectively close to the corresponding major axis end of connection ring 23 shape.Dowel 2 is integrally bent to form for reinforcing bar.Connect
Muscle 2 is distributed in the horizontal and vertical equi-spaced apart of precast slab 1.
It is bent to form horizontal connecting portion 21 and the vertical connecting portion at steel bar stress 3 two ends using dowel 2 outer end, make this insulated wall
Conveniently it is fixedly connected, be simultaneously connected with muscle 2 and pass through the mutual hook of crotch 22 even, to fix two precast slabs 1, can strengthen
Intensity between precast slab 1, simultaneously steel bar stress 3 be located in connection ring 23, and it is fixing to pour thermal insulation mortar 4, energy
Integrated connection is made to form integrative-structure, heat insulating ability is more preferable simultaneously, and structure is simpler.
Specific embodiment described herein is only explanation for example to the utility model spirit.The utility model institute
Belong to those skilled in the art described specific embodiment can be made with various modifications or supplement or using similar
Mode substitute, but without departing from of the present utility model spirit or surmount scope defined in appended claims.
Although more employ herein precast slab 1, dowel 2, horizontal connecting portion 21, crotch 22, connection ring 23,
The terms such as steel bar stress 3, thermal insulation mortar 4, but it is not precluded from the possibility using other terms.Using these terms it is only
More easily describe and explain essence of the present utility model;Being construed as any additional restriction is and this reality all
Contrary with new spirit.
Claims (4)
1. a kind of prefabricated overlapping insulated wall, including two pieces of precast slabs being parallel to each other (1), two pieces of precast slabs
(1) be oppositely arranged inside it is characterised in that:Also include the dowel (2) being integrally bent to form, dowel (2) vertically wears solid
It is scheduled on precast slab (1), dowel (2) outer end is bent to form horizontal connecting portion (21), dowel (2) the inner is bent to form
Crotch (22), dowel (2) is bent to form connection ring (23), and if having the involvement in longitudinally-aligned setting near inner end positions
Connect ring (23), the corresponding dowel (2) of two pieces of precast slabs (1) passes through crotch (22) mutually hook even, also includes longitudinally setting
The some steel bar stresses (3) put, steel bar stress (3) is located in longitudinally-aligned some connection rings (23) successively, and stress steel
Muscle (3) two ends are stretched out and are formed vertical connecting portion, and have poured thermal insulation mortar (4) between two pieces of precast slabs (1).
2. one kind according to claim 1 prefabricated overlapping insulated wall it is characterised in that:Described connection ring (23) is in ellipse
It is equipped with two steel bar stresses (3), two steel bar stresses (3) are respectively close to connection ring in track type, and each connection ring (23)
(23) shape corresponding major axis end.
3. one kind according to claim 2 prefabricated overlapping insulated wall it is characterised in that:Described dowel (2) is reinforcing bar
Integrally it is bent to form.
4. one kind according to claim 3 prefabricated overlapping insulated wall it is characterised in that:Described dowel (2) is prefabricated
The horizontal and vertical equi-spaced apart of concrete slab (1) is distributed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201621038151.7U CN205954920U (en) | 2016-08-26 | 2016-08-26 | Prefabricated superimposed thermal -insulation wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621038151.7U CN205954920U (en) | 2016-08-26 | 2016-08-26 | Prefabricated superimposed thermal -insulation wall |
Publications (1)
Publication Number | Publication Date |
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CN205954920U true CN205954920U (en) | 2017-02-15 |
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CN201621038151.7U Active CN205954920U (en) | 2016-08-26 | 2016-08-26 | Prefabricated superimposed thermal -insulation wall |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108086532A (en) * | 2017-12-25 | 2018-05-29 | 北京千城集成房屋有限公司 | A kind of perforate double steel plate shear wall |
CN108930344A (en) * | 2017-05-26 | 2018-12-04 | 高延任 | A kind of light-duty self heat insulation wall |
CN110469012A (en) * | 2018-05-10 | 2019-11-19 | 龙瑞特·吉塔雅彭 | Half dry wall |
-
2016
- 2016-08-26 CN CN201621038151.7U patent/CN205954920U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108930344A (en) * | 2017-05-26 | 2018-12-04 | 高延任 | A kind of light-duty self heat insulation wall |
CN108086532A (en) * | 2017-12-25 | 2018-05-29 | 北京千城集成房屋有限公司 | A kind of perforate double steel plate shear wall |
CN108086532B (en) * | 2017-12-25 | 2023-05-30 | 北京千城集成房屋有限公司 | Perforated double-steel-plate shear wall |
CN110469012A (en) * | 2018-05-10 | 2019-11-19 | 龙瑞特·吉塔雅彭 | Half dry wall |
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