CN208748919U - A kind of compound heat preservation die plate in-situ concrete wall structure - Google Patents
A kind of compound heat preservation die plate in-situ concrete wall structure Download PDFInfo
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- CN208748919U CN208748919U CN201821457917.4U CN201821457917U CN208748919U CN 208748919 U CN208748919 U CN 208748919U CN 201821457917 U CN201821457917 U CN 201821457917U CN 208748919 U CN208748919 U CN 208748919U
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- Prior art keywords
- steel wire
- insulating layer
- layer
- heat preservation
- die plate
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- 238000004321 preservation Methods 0.000 title claims abstract description 18
- 150000001875 compounds Chemical class 0.000 title claims abstract description 16
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 238000009826 distribution Methods 0.000 claims description 5
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 239000004793 Polystyrene Substances 0.000 claims description 3
- 229910002804 graphite Inorganic materials 0.000 claims description 3
- 239000010439 graphite Substances 0.000 claims description 3
- 229920002223 polystyrene Polymers 0.000 claims description 3
- 239000004566 building material Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model belongs to building material technical field, in particular to a kind of compound heat preservation die plate in-situ concrete wall structure.The structure includes sequentially connected finish coat, screed, insulating layer, interface agent layer, concrete layer, there is at least one layer of support frame in screed；Support frame includes several is cross-linked and in conplane transverse steel wire and inclination steel wire；Tilting steel wire includes different the first steel wires and the second steel wire of tilt angle；If the first steel wire, the second steel wire and transverse steel wire are crossed to form passive node；Supporting leg one end is connected at node, the other end of supporting leg is pierced by insulating layer leakage outside insulating layer.The structure is fixed with support frame inside screed realizes the close connection of insulating layer and each layer of wall.
Description
Technical field
The utility model belongs to building material technical field, in particular to a kind of compound heat preservation die plate in-situ concrete wall
Structure.
Background technique
As the reform of China's materials for wall and Building Energy-saving Work are quickly grown, compound heat preservation die plate cast-in-place concrete wall
Body structure is increasingly valued by people.Fixed inconvenient between the insulation board and each material of main part of wall of tradition preparation,
It is insecure, gap is easily generated between metope, and the gap generated is not easy to handle, brings inconvenience to normal use.
Summary of the invention
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of compound heat preservation die plate cast-in-place concrete
Wall body structure.The structure is fixed with support frame inside screed, realizes the close connection of insulating layer and each layer of wall.
In order to achieve the above objectives, the technical solution of the utility model is achieved like this: a kind of compound heat preservation die plate is existing
Pouring concrete wall structure, including sequentially connected finish coat, screed, insulating layer, interface agent layer, concrete layer, screed
Inside there is at least one layer of support frame；Support frame includes several is cross-linked and in conplane transverse steel wire and inclination steel
Silk；Tilting steel wire includes different the first steel wires and the second steel wire of tilt angle；First steel wire, the second steel wire and transverse steel wire phase
Passive node is formed if handing over；Supporting leg one end is connected at node, the other end of supporting leg is pierced by insulating layer and is located in concrete layer
Portion.
Further improvement of the utility model is in addition, there are several stripeds on the surface of insulating layer.Using this timely scheme, increase
Contact area improves the connectivity robustness of insulating layer and screed, concrete layer.
Further improvement of the utility model is in addition, the edge of insulating layer is waveform distribution, and bumps of lower edges
Match, the bumps of left and right edges match.The technical program is used, because insulating layer needs are much stitched together, is being applied
The edge bumps of insulating layer can be mutually inserted by working hour time, effectively avoid its dislocation, further can upper and lower two heat preservations
Two insulating layers of layer or left and right interlock grafting, avoid the cracking of insulating layer side seam.
Further improvement of the utility model is in addition, all the first steel wire parallelly distribute on, the second all steel wires are parallel
Distribution, and the triangle formed between adjacent node is equilateral triangle.Using the technical program, triangle is on the one hand used
Structure increases support frame and screed contact area, enhancing insulating layer and screed, concrete layer connectivity robustness, another party
The preparation of face skeleton easy to support.
Further improvement of the utility model is in addition, insulating layer is extruded polystyrene board, graphite extruded sheet, appointing in GPES plate
It anticipates one kind.
Further improvement of the utility model is in addition, there is two layers of support frame in screed；Lead between two layers of support frame
Cross supporting leg connection.Using two layers of support frame, support frame is improved to the company between screed and insulating layer, concrete layer
Connect fastness.
Further improvement of the utility model is in addition, the node of two layers of support frame is interspersed, i.e., the throwing of two layers node
Shadow is not overlapped.Using the technical program, support frame and screed contact area are increased, improves support frame and screed
Load-bearing capacity.
The utility model has the following beneficial effects: (1) the invention support frame is connected using several transverse steel wires and inclination steel wire
It connects, and forms several triangles, support stick is drawn at node, on the one hand expands support frame and screed contact area,
Connect by supporting leg with insulating layer, concrete layer, improve fastness of the support frame inside screed, as heat preservation
It is closely connected between plate and each material of main part of wall.
(2) when the concrete of cast in situs, the pressure of formation generates the shearing expanded outward inside insulating layer of external wall
Stress meeting continuous action is in screed, since support frame formation staggered form arranges inside concrete layer, in screed at this time
The internal shear stress for generating and continuing to expand outward equably can be decomposed and carry, so that uniform force inside screed, mentions
High load-bearing capacity, while improving the load-carrying properties of integral cast-in-situ concrete wall.
(3) compound heat preservation die plate in-situ concrete wall structure preparation is simple, practical.
Detailed description of the invention
Fig. 1 is the utility model structure diagram.
Fig. 2 is the utility model screed inner support skeleton and supporting leg connection schematic diagram.
Fig. 3 is the utility model insulating layer and screed attachment structure schematic diagram.
Fig. 4 is each insulating layer attachment structure schematic diagram of the utility model.
Fig. 5 is 3 structural schematic diagram of the utility model embodiment.
In figure: 1, finish coat, 2, screed, 3, insulating layer, 4, interface agent layer, 5, concrete layer, 6, support frame, 7,
Supporting leg, the 8, first steel wire, the 9, second steel wire 10, node, 11, transverse steel wire.
Specific embodiment
The utility model is further described with reference to the accompanying drawings and detailed description, but this is not limited with this
Utility model.
Embodiment 1
As illustrated in the accompanying drawings from 1 to 3, a kind of compound heat preservation die plate in-situ concrete wall structure, including sequentially connected finish coat
1, screed 2, insulating layer 3, interface agent layer 4, concrete layer 5 have at least one layer of support frame 6 in screed 2；Support frame 6
It is cross-linked and including several in conplane transverse steel wire 11 and inclination steel wire；Inclination steel wire includes tilt angle difference
The first steel wire 8 and the second steel wire 9；If the first steel wire 8, the second steel wire 9 are crossed to form passive node 10 with transverse steel wire 11；Node
7 one end of supporting leg is connected at 10, the other end of supporting leg 7 is pierced by insulating layer 3 and is located inside concrete layer 5.
It waits in the specific implementation, steel wire, reinforcing bar etc. can be used in supporting leg 7, and the connection with node 10 can be using welding
Or the mode of winding.Without connecting a supporting leg 7 on each node 10, connected on node 10 as needed suitable
Measure supporting leg 7.Supporting leg 7 can with random distribution and direction it is random, improve screed and insulating layer, concrete layer combination
Intensity.
Embodiment 2
On the basis of embodiment 1, there are several stripeds on the surface of insulating layer 3.
The edge of insulating layer 3 is waveform distribution, and the bumps of 3 lower edges of insulating layer match, left and right edges it is recessed
It is convex to match, as shown in Fig. 4.
All 8 parallelly distribute ons of the first steel wire, all 9 parallelly distribute ons of the second steel wire, and shape between adjacent node 10
At triangle be equilateral triangle.
Insulating layer 3 is extruded polystyrene board, graphite extruded sheet, any one in GPES plate.
Concrete operations constantly, are first made support frame 6, then fix supporting leg at node 10 as needed
7, then it will be fixed in by mortar inside screed 2.The insulating layer 3 for preparing various specifications in advance as needed,
By each 3 grafting of insulating layer when use；It is fixed again by supporting leg 7 with screed 2, it can also be pre- by insulating layer 3 and screed 2
It is first fixed together spare, 7 one end of supporting leg is located at outside insulating layer 3 at this time, in insulating layer 3,2 table of screed when subsequent construction
It smears, be poured finish coat 1, interface agent layer 4, concrete layer 5 in face scene.
Embodiment 3
On the basis of embodiment 2, there is two layers of support frame 6 in screed 2, as shown in Fig. 5；Two layers of support frame 6
Between connected by supporting leg 7, furthermore can also draw supporting leg respectively on two layers of support frame 6.Two layers support frame 6
Node 10 is interspersed.
Claims (7)
1. a kind of compound heat preservation die plate in-situ concrete wall structure, including sequentially connected finish coat (1), screed (2), guarantor
Warm layer (3), interface agent layer (4), concrete layer (5), it is characterised in that: have at least one layer of support frame in the screed (2)
(6)；The support frame (6) includes several is cross-linked and in conplane transverse steel wire (11) and inclination steel wire；It is described
Tilting steel wire includes different the first steel wires (8) and the second steel wire (9) of tilt angle；First steel wire (8), the second steel wire
(9) with transverse steel wire (11) if being crossed to form passive node (10)；
Supporting leg (7) one end is connected at the node (10), the other end of the supporting leg (7) is pierced by insulating layer (3) and is located at
Concrete layer (5) is internal.
2. compound heat preservation die plate in-situ concrete wall structure according to claim 1, it is characterised in that: the insulating layer
(3) there are several stripeds on surface.
3. compound heat preservation die plate in-situ concrete wall structure according to claim 1, it is characterised in that: the insulating layer
(3) edge is waveform distribution, and the bumps of insulating layer (3) lower edges match, and the bumps of left and right edges match.
4. compound heat preservation die plate in-situ concrete wall structure according to claim 1, it is characterised in that: all first
Steel wire (8) parallelly distribute on, all the second steel wire (9) parallelly distribute ons, and the triangle formed between adjacent node (10) is
Equilateral triangle.
5. compound heat preservation die plate in-situ concrete wall structure according to claim 1, it is characterised in that: the insulating layer
It (3) is extruded polystyrene board, graphite extruded sheet, any one in GPES plate.
6. compound heat preservation die plate in-situ concrete wall structure according to claim 1, it is characterised in that: the screed
(2) there are two layers of support frame (6) in；It is connected between two layers of support frame (6) by supporting leg (7).
7. compound heat preservation die plate in-situ concrete wall structure according to claim 6, it is characterised in that: two layers of support rib
The node (10) of frame (6) is interspersed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821457917.4U CN208748919U (en) | 2018-09-06 | 2018-09-06 | A kind of compound heat preservation die plate in-situ concrete wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821457917.4U CN208748919U (en) | 2018-09-06 | 2018-09-06 | A kind of compound heat preservation die plate in-situ concrete wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208748919U true CN208748919U (en) | 2019-04-16 |
Family
ID=66083106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821457917.4U Active CN208748919U (en) | 2018-09-06 | 2018-09-06 | A kind of compound heat preservation die plate in-situ concrete wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208748919U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115306058A (en) * | 2022-09-13 | 2022-11-08 | 中交第四公路工程局有限公司 | Disassembly-free heat preservation template and installation method |
-
2018
- 2018-09-06 CN CN201821457917.4U patent/CN208748919U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115306058A (en) * | 2022-09-13 | 2022-11-08 | 中交第四公路工程局有限公司 | Disassembly-free heat preservation template and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210727 Address after: No. 199, qinhuangtai Industrial Park, Bincheng District, Binzhou City, Shandong Province Patentee after: Hongantai New Material Technology Co.,Ltd. Address before: No. 199, qinhuangtai Industrial Park, Bincheng District, Binzhou City, Shandong Province Patentee before: Li Xiangbo |
|
| TR01 | Transfer of patent right |