CN203947620U - Architecture-integral heat-insulating wall structure - Google Patents
Architecture-integral heat-insulating wall structure Download PDFInfo
- Publication number
- CN203947620U CN203947620U CN201420383342.1U CN201420383342U CN203947620U CN 203947620 U CN203947620 U CN 203947620U CN 201420383342 U CN201420383342 U CN 201420383342U CN 203947620 U CN203947620 U CN 203947620U
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- concrete
- warming plate
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- steel wire
- net rack
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- 239000004567 concrete Substances 0.000 claims abstract description 82
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 79
- 239000010959 steel Substances 0.000 claims abstract description 79
- 238000010792 warming Methods 0.000 claims abstract description 73
- 238000010276 construction Methods 0.000 claims abstract description 14
- 239000010410 layer Substances 0.000 claims description 62
- 239000004744 fabric Substances 0.000 claims description 33
- 210000001015 abdomen Anatomy 0.000 claims description 17
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 5
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 4
- 210000003127 knee Anatomy 0.000 claims description 4
- 239000011241 protective layer Substances 0.000 claims description 4
- 239000011701 zinc Substances 0.000 claims description 4
- 229910052725 zinc Inorganic materials 0.000 claims description 4
- 239000004793 Polystyrene Substances 0.000 claims description 2
- 239000006260 foam Substances 0.000 claims description 2
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N phenol group Chemical group C1(=CC=CC=C1)O ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 claims description 2
- 229920002223 polystyrene Polymers 0.000 claims description 2
- 229920002635 polyurethane Polymers 0.000 claims description 2
- 239000004814 polyurethane Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 5
- 230000001360 synchronised effect Effects 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 description 8
- 238000005266 casting Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000011376 self-consolidating concrete Substances 0.000 description 2
- 241000397426 Centroberyx lineatus Species 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Architecture-integral heat-insulating wall structure, belongs to the cast-in-place combined wall technical field of warming plate.It is characterized in that: comprise steel wire net rack thermal-insulating board (2), be arranged on the inner side layer of concrete (1) of steel wire net rack thermal-insulating board (2) inner side and be arranged on the outside layer of concrete (3) outside steel wire net rack thermal-insulating board (2), described steel wire net rack thermal-insulating board (2) is comprised of warming plate (5) and the steel wire net rack (6) that is fixed on warming plate (5), and described warming plate (5) is vertically arranged with guiding gutter (9) on inside and outside two sides; Inner side layer of concrete (1), warming plate (5) are connected and are built by drawknot bar (4) with outside layer of concrete (3) and be integral.The utility model has improved the snap-in force of Cast-in-place concrete and warming plate, warming plate and concrete bond area have been increased, inner side layer of concrete and outside layer of concrete have reliably been connected to form integral body by steel wire net rack and drawknot bar, realize wall thermal insulating and structure synchronous construction, reduced working procedure.
Description
Technical field
Architecture-integral heat-insulating wall structure, belongs to the cast-in-place combined wall technical field of warming plate.
Background technology
Along with going deep into of national walling innovation and Building Energy-saving Work, construction wall heat preservation technology has obtained developing rapidly, in engineering practice, generally adopt and on external wall, paste polyphenyl plate mode and be incubated, also occurred in recent years that some are placed in exterior sheathing inner side by polyphenyl plate or steel wire net rack polyphenyl plate and carry out the way that plaster in outside after cast-in-situ concrete, were called for short large die built-in cast-in-situ concrete heat-insulation wall.These heat-preserving wall structures all exist the quality security problems such as construction is complicated and insulation layer is easy to crack, seep water, come off, and are also difficult to realize insulation and the object of construction wall with the life-span.The Cast-in-situ Concrete Structural Engineerings such as current new building middle frame structure, shear wall structure, frame shear wall structure occupy larger specific gravity, design that a kind of quality is light, high insulating effect, easy construction, without security-hidden trouble, the cast-in-place combined wall structure of steel wire net rack thermal-insulating board that can firmly be connected with base course wall is necessary.
Utility model content
The technical problems to be solved in the utility model is: overcome the deficiencies in the prior art, provide a kind of insulation layer firmly, do not ftracture, prevent running pulp, avoided that heat bridge produces architecture-integral heat-insulating wall structure.
The utility model solves the technical scheme that its technical problem adopts: this architecture-integral heat-insulating wall structure, it is characterized in that: comprise steel wire net rack thermal-insulating board, be arranged on the inner side layer of concrete of steel wire net rack thermal-insulating board inner side and be arranged on the outside layer of concrete in steel wire net rack thermal-insulating board outside, described steel wire net rack thermal-insulating board is comprised of warming plate and the steel wire net rack being fixed on warming plate, and described warming plate is vertically arranged with guiding gutter on side; Inner side layer of concrete, warming plate are connected and are built by drawknot bar with outside layer of concrete and be integral.Longitudinally guiding gutter the snap-in force that has improved Cast-in-place concrete and warming plate is set, increased warming plate and concrete bond area.
Guiding gutter is offered in warming plate side, has increased the adhesion strength between warming plate and inner side layer of concrete and outside layer of concrete.Again because outside coagulate layer thickness is less, in casting process, flow resistance is larger, the concrete material illiquidity that inner side layer of concrete is built use normally to build use in the less outside layer of concrete of thickness, guiding gutter outside warming plate has obvious guide functions when building, thereby guarantees can flow smoothly in inner side layer of concrete and outside layer of concrete casting process; Make inner side of the present utility model layer of concrete and outside layer of concrete build one and be achieved, simplify insulation layer work progress.Because one is built and built to inner side layer of concrete and outside layer of concrete the same period, both coefficient of deformation are synchronous again, realize insulation and same life-span of wall body structure, without security-hidden trouble.Inner side layer of concrete and outside layer of concrete have reliably been connected to form integral body by steel wire net rack and drawknot bar, have realized wall thermal insulating and structure synchronous construction, have reduced working procedure, can further prevent that again outside layer of concrete from coming off.
The described warming plate left and right sides and/or upper and lower both sides are provided with tongue and groove or mismatch, and adjacent two warming plates closely connect by tongue and groove or mismatch.Warming plate end adopts tongue and groove or mismatch design, the splicing being conducive in adjacent wires rack warming plate work progress prevents that in casting process, concrete flows into splicing seams and warming plate is destroyed, effectively control the planeness of building and prevent running pulp, having avoided the generation of heat bridge.Connection between tongue and groove or mismatch is close and firm more, and anti-seepage effect is better.
Described warming plate is all vertically arranged with guiding gutter on inside and outside two sides, and the guiding gutter on inside and outside two sides is intervally arranged; Described steel wire net rack consists of inside and outside two steel fabric sheets and abdomen silk, and abdomen silk intersection is inserted in warming plate, and abdomen silk two ends are fixed on steel fabric sheet, and two steel fabric sheets are cast in respectively in inner side layer of concrete, outside layer of concrete.
On described warming plate lateral surface, be vertically arranged with guiding gutter; Described steel wire net rack consists of the steel fabric sheet and the abdomen silk that are arranged on warming plate outside, and abdomen silk intersection is inserted in warming plate, and abdomen silk outer end is fixed on steel fabric sheet, and steel fabric sheet is cast in the layer of concrete of outside.
Described drawknot bar is " F " type, and two knees of drawknot bar outer end are fastened on respectively steel wire net rack outside and warming plate outside.Warming plate is formed to a kind of reinforcing of solid, in two steel fabric sheets are cast in layer of concrete after, make this architecture-integral heat-insulating wall structure become as a whole, structure is more firm.
Described steel fabric sheet adopts zinc-coated wire to make, and the horizontal stroke of steel fabric sheet, longitudinal steel wire spacing are 60mm.Horizontal, longitudinal steel wire during this time apart from time, concrete mobile performance in the time of can guaranteeing to build to greatest extent.And after moulding for outside layer of concrete provides enough pulling force.
The protective layer thickness forming between steel fabric sheet and warming plate in the layer of concrete of described outside is at 25mm ~ 30mm.Guarantee the mobile performance of steel fabric sheet both sides concreting process, thereby guarantee the pouring quality of outside layer of concrete.
Described warming plate is expansion polyphenyl plate, extruded polystyrene board, polyurethane sheet or phenolic foam board.
Described outside layer of concrete is the construction wall concreting that 50mm ~ 60 mm is thick.Maintain best protection effect.Described construction wall concreting is ordinary concrete or self-compacting concrete.
Described guiding gutter is dovetail groove or rectangular channel, and width of rebate is 50mm ~ 80mm, and the guiding gutter degree of depth is 2mm ~ 3mm.
Compared with prior art, the beneficial effect that architecture-integral heat-insulating wall structure of the present utility model has is: the utility model reasonable in design, and construction technology is simple, and insulation and same life-span of wall body structure, without security-hidden trouble.Guiding gutter is offered in warming plate side, increased warming plate and outside layer of concrete/and inner side layer of concrete between adhesion strength and guarantee can to flow smoothly in inner side layer of concrete and outside layer of concrete casting process; Warming plate end adopts tongue and groove or mismatch design, the splicing being conducive in adjacent wires rack warming plate work progress prevents that in casting process, concrete flows into splicing seams and warming plate is destroyed, effectively control the planeness of building and prevent running pulp, having avoided the generation of heat bridge; Inner side layer of concrete and outside layer of concrete have reliably been connected to form integral body by steel wire net rack and drawknot bar, have realized wall thermal insulating and structure synchronous construction, have reduced working procedure.The cast-in-place combined wall of architecture-integral heat-insulating wall structure structure has that high insulating effect, fireproof performance are good, construct convenient, insulation and construction wall be with advantages such as life-spans.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation of the utility model architecture-integral heat-insulating wall structure.
Fig. 2 is the structural representation of the utility model steel wire net rack thermal-insulating board.
Fig. 3 is the another kind of structural representation of the utility model steel wire net rack thermal-insulating board.
Fig. 4 is the third structural representation of the utility model steel wire net rack thermal-insulating board.
1, inner side layer of concrete 2, steel wire net rack thermal-insulating board 3, outside layer of concrete 4, drawknot bar 5, warming plate 6, steel wire net rack 7, steel fabric sheet 8, abdomen silk 9, guiding gutter 10, mismatch 11, knee 12, tongue and groove.
The specific embodiment
Fig. 1 ~ 2nd, most preferred embodiment of the present utility model, is described further below in conjunction with 1 ~ 4 pair of the utility model of accompanying drawing.
Below in conjunction with accompanying drawing 1 ~ 2 and non-limiting embodiment, the utility model is further described:
Embodiment 1
With reference to accompanying drawing 1 ~ 2: the utility model architecture-integral heat-insulating wall structure is a kind of steel wire net rack thermal-insulating board Cast-in-place concrete combined wall structure, the inner side layer of concrete 1 and the outside layer of concrete 3 that comprise steel wire net rack thermal-insulating board 2 and both sides, steel wire net rack thermal-insulating board 2 is comprised of warming plate 5 and the steel wire net rack 6 being located on warming plate 5, the interior lateral surface of warming plate 5 is provided with the guiding gutter 9 of swallow-tail form, width of rebate is 50mm ~ 80mm, and the guiding gutter degree of depth is 2mm ~ 3mm; Increase warming plate 5 with layer of concrete adhesive strength and when building, realize water conservancy diversion; Inner side layer of concrete 1,3 of outside layer of concrete are connected with the drawknot bar 4 through warming plate 5, inner side layer of concrete 1, outside layer of concrete 3 are built one and are connected as one structure by steel wire net rack 6 and drawknot bar 4, guarantee the intensity of this architecture-integral heat-insulating wall structure.Warming plate 5 left and right sides and upper and lower both sides are provided with notch cuttype mismatch 10, adjacent warming plate 5 overlaps by mismatch 10, the splicing being conducive in adjacent wires rack warming plate work progress prevents that in casting process, concrete flows into splicing seams and warming plate is destroyed, effectively control the planeness of building and prevent running pulp, having avoided the generation of heat bridge.Steel wire net rack 6 consists of inside and outside two steel fabric sheets 7 and abdomen silk 8, abdomen silk 8 intersections are inserted in warming plate 5, two steel fabric sheets 7 are cast in respectively in inner side layer of concrete 1, outside layer of concrete 3, abdomen silk 8 two ends are fixed on steel fabric sheet 7, the interior external reinforcement of formation to warming plate 5, makes the muddy one of melting of this wall body structure; Drawknot bar 4 is " F " type, and two of the ends knee 11 of drawknot bar 4 is stuck in steel fabric sheet 7 outsides and warming plate 5 outsides, to warming plate 5 and outside layer of concrete 3, provides enough pulling force.Steel fabric sheet 7 is welded by zinc-coated wire horizontal, vertical clearance 60mm.Diameter 3mm ~ the 4mm of steel fabric sheet 7 and abdomen silk 8.The horizontal stroke of steel fabric sheet 7, longitudinal steel wire spacing are 60mm, and the steel wire of welded wire fabric sheet 7 is zinc-coated wire.Outside layer of concrete 3 is ordinary concrete or the self-compacting concrete that 50mm ~ 60 mm is thick.In the layer of concrete 3 of outside, the protective layer thickness of steel fabric sheet 7 and 5 formation of warming plate is at 25mm ~ 30 mm.Concrete mobile performance when steel fabric sheet 7 horizontal strokes, longitudinal steel wire can guarantee to build to greatest extent.And after moulding for outside layer of concrete 3 provides enough pulling force.The protective layer thickness of outside layer of concrete 3 thick and steel fabric sheet 7 and 5 formation of warming plate, the mobile performance of assurance steel fabric sheet 7 both sides concreting processes.
Embodiment 2: as shown in Figure 3, warming plate 5 left and right sides are provided with tongue and groove 12, and adjacent two warming plates 5 splice by groove and tenon interlock, make to splice further reinforcing, control the planeness of building and prevent running pulp, avoided the generation of heat bridge.Guiding gutter 9 be shaped as rectangle, water conservancy diversion better effects if.Other structure and annexation are with embodiment 1.
Embodiment 3: as shown in Figure 4, the outside of warming plate 5 offers guiding gutter 9 longitudinally, and warming plate 5 inner sides are smooth.Warming plate 5 inner spaces are enough, little to concrete flow resistance, in the situation that there is no guiding gutter 9, still can not build smoothly, reduced warming plate 5 manufacturing procedures.Other structure and annexation are with embodiment 1.
The utility model before ligation concrete blinding on warming plate 5 first ligation steel wire net rack 6 make steel wire net rack thermal-insulating board 2 finished products, after ligation building iron frame construction, at bar construction fixing steel wire net rack thermal-insulating board 2 outward, then colligation cushion block on wall steel bar, after carrying out template support, synchronously inner side layer of concrete 1, outside layer of concrete 3 are carried out to concreting, body of wall obtains this architecture-integral heat-insulating wall structure after solidifying.
The above, it is only preferred embodiment of the present utility model, be not the utility model to be done to the restriction of other form, any those skilled in the art may utilize the technology contents of above-mentioned announcement to be changed or be modified as the equivalent embodiment of equivalent variations.But every technical solutions of the utility model content that do not depart from, any simple modification, equivalent variations and the remodeling above embodiment done according to technical spirit of the present utility model, still belong to the protection domain of technical solutions of the utility model.
Claims (10)
1. architecture-integral heat-insulating wall structure, it is characterized in that: comprise steel wire net rack thermal-insulating board (2), be arranged on the inner side layer of concrete (1) of steel wire net rack thermal-insulating board (2) inner side and be arranged on the outside layer of concrete (3) outside steel wire net rack thermal-insulating board (2), described steel wire net rack thermal-insulating board (2) is comprised of warming plate (5) and the steel wire net rack (6) that is fixed on warming plate (5), and described warming plate (5) is vertically arranged with guiding gutter (9) on surface; Inner side layer of concrete (1), warming plate (5) are connected and are built by drawknot bar (4) with outside layer of concrete (3) and be integral.
2. architecture-integral heat-insulating wall structure according to claim 1, it is characterized in that: described warming plate (5) left and right sides and/or upper and lower both sides are provided with tongue and groove (12) or mismatch (10), and adjacent two warming plates (5) closely connect by tongue and groove (12) or mismatch (10).
3. architecture-integral heat-insulating wall structure according to claim 1, is characterized in that: described warming plate (5) is all vertically arranged with guiding gutter (9) on inside and outside two sides, and the guiding gutter on inside and outside two sides (9) is intervally arranged; Described steel wire net rack (6) consists of inside and outside two steel fabric sheets (7) and abdomen silk (8), abdomen silk (8) intersection is inserted in warming plate (5), it is upper that abdomen silk (8) two ends are fixed on steel fabric sheet (7), and two steel fabric sheets (7) are cast in respectively in inner side layer of concrete (1), outside layer of concrete (3).
4. architecture-integral heat-insulating wall structure according to claim 1, is characterized in that: on described warming plate (5) lateral surface, be vertically arranged with guiding gutter (9); Described steel wire net rack (6) consists of the steel fabric sheet (7) and the abdomen silk (8) that are arranged on warming plate (5) outside, abdomen silk (8) intersection is inserted in warming plate (5), it is upper that abdomen silk (8) outer end is fixed on steel fabric sheet (7), and steel fabric sheet (7) is cast in outside layer of concrete (3).
5. architecture-integral heat-insulating wall structure according to claim 1, it is characterized in that: described drawknot bar (4) is " F " type, two knees (11) of drawknot bar (4) outer end are fastened on respectively steel wire net rack (6) outside and warming plate (5) outside.
6. according to the architecture-integral heat-insulating wall structure described in claim 3 or 4, it is characterized in that: described steel fabric sheet (7) adopts zinc-coated wire to make, and horizontal stroke, the longitudinal steel wire spacing of steel fabric sheet (7) are 60mm.
7. according to the architecture-integral heat-insulating wall structure described in claim 3 or 4, it is characterized in that: the protective layer thickness forming between steel fabric sheet (7) and warming plate (5) in described outside layer of concrete (3) is at 25mm ~ 30mm.
8. architecture-integral heat-insulating wall structure according to claim 1, is characterized in that: described warming plate (5) is expansion polyphenyl plate, extruded polystyrene board, polyurethane sheet or phenolic foam board.
9. architecture-integral heat-insulating wall structure according to claim 1, is characterized in that: described outside layer of concrete (3) is the thick construction wall concreting of 50mm ~ 60 mm.
10. architecture-integral heat-insulating wall structure according to claim 1, is characterized in that: described guiding gutter (9) is dovetail groove or rectangular channel, and width of rebate is 50 mm ~ 80mm, and the guiding gutter degree of depth is 2mm ~ 3mm.
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CN201420383342.1U CN203947620U (en) | 2014-07-12 | 2014-07-12 | Architecture-integral heat-insulating wall structure |
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Cited By (12)
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CN104631660A (en) * | 2015-02-05 | 2015-05-20 | 张戈 | Foam hollow interlayer wall |
CN104695593A (en) * | 2015-01-21 | 2015-06-10 | 武汉理工大学 | Thermal insulation cast-in-situ gypsum interior wall and construction method thereof |
CN104878843A (en) * | 2015-03-26 | 2015-09-02 | 四川帕沃可矿物纤维制品有限公司 | Insulation board for building partitions |
CN105064538A (en) * | 2015-07-31 | 2015-11-18 | 王惠滨 | Self heat-insulation system of cast-in-situ concrete shear wall and method for manufacturing self heat-insulation system |
CN106193351A (en) * | 2016-09-29 | 2016-12-07 | 张晶廷 | Warming plate assembly, the sandwich wall made with it and the construction method of sandwich wall |
CN106437011A (en) * | 2016-10-26 | 2017-02-22 | 李刚 | Assembly type insulating composite wall plate and manufacturing method thereof |
CN106436981A (en) * | 2016-10-26 | 2017-02-22 | 李刚 | Assembly type energy-saving thermal-insulation composite wall board and making method thereof |
CN106948545A (en) * | 2017-05-19 | 2017-07-14 | 刘诤 | A kind of steel wire net rack foam cement wallboard |
CN106968362A (en) * | 2017-05-12 | 2017-07-21 | 保定市冀创建筑工程有限公司 | Steel wire net rack complex heat-preservation sandwich wall board node and its construction method |
CN106978877A (en) * | 2017-05-12 | 2017-07-25 | 保定市冀创建筑工程有限公司 | The steel wire net rack composite sand wiched wall board and its construction method of built-in three layers of warming plate |
CN107816148A (en) * | 2017-12-08 | 2018-03-20 | 中冶建筑研究总院有限公司 | A kind of combined wall using three-dimensional steel wire |
CN108316510A (en) * | 2018-04-02 | 2018-07-24 | 沈阳建筑大学 | A kind of assembly concrete is without heat bridge wall and preparation method thereof |
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Cited By (15)
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CN104695593A (en) * | 2015-01-21 | 2015-06-10 | 武汉理工大学 | Thermal insulation cast-in-situ gypsum interior wall and construction method thereof |
CN104631660A (en) * | 2015-02-05 | 2015-05-20 | 张戈 | Foam hollow interlayer wall |
CN104878843A (en) * | 2015-03-26 | 2015-09-02 | 四川帕沃可矿物纤维制品有限公司 | Insulation board for building partitions |
CN105064538A (en) * | 2015-07-31 | 2015-11-18 | 王惠滨 | Self heat-insulation system of cast-in-situ concrete shear wall and method for manufacturing self heat-insulation system |
CN105064538B (en) * | 2015-07-31 | 2017-07-28 | 王惠滨 | Cast-in-place concrete shear wall self-insulation system and preparation method thereof |
CN106193351A (en) * | 2016-09-29 | 2016-12-07 | 张晶廷 | Warming plate assembly, the sandwich wall made with it and the construction method of sandwich wall |
CN106436981A (en) * | 2016-10-26 | 2017-02-22 | 李刚 | Assembly type energy-saving thermal-insulation composite wall board and making method thereof |
CN106437011A (en) * | 2016-10-26 | 2017-02-22 | 李刚 | Assembly type insulating composite wall plate and manufacturing method thereof |
CN106436981B (en) * | 2016-10-26 | 2019-04-19 | 山东乾宇建筑节能科技有限公司 | A kind of assembled energy-saving heat-preserving composite wall board and preparation method thereof |
CN106968362A (en) * | 2017-05-12 | 2017-07-21 | 保定市冀创建筑工程有限公司 | Steel wire net rack complex heat-preservation sandwich wall board node and its construction method |
CN106978877A (en) * | 2017-05-12 | 2017-07-25 | 保定市冀创建筑工程有限公司 | The steel wire net rack composite sand wiched wall board and its construction method of built-in three layers of warming plate |
CN106968362B (en) * | 2017-05-12 | 2023-06-16 | 保定市冀创建筑工程有限公司 | Steel wire net rack composite heat-insulating sandwich wallboard node and construction method thereof |
CN106948545A (en) * | 2017-05-19 | 2017-07-14 | 刘诤 | A kind of steel wire net rack foam cement wallboard |
CN107816148A (en) * | 2017-12-08 | 2018-03-20 | 中冶建筑研究总院有限公司 | A kind of combined wall using three-dimensional steel wire |
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Address after: 255086 No. 7 industrial park, Jiangxi Road, Baoshan Road, Baoshan high tech Zone, Shandong, Zibo Patentee after: SHANDONG RONGTENG ENERGY SAVING SCIENCE & TECHNOLOGY Co.,Ltd. Address before: 255086 Shandong city of Zibo province high tech Zone Baoshan North West Village Industrial Park Patentee before: ZIBO TIANQIANG ENERGY SAVING TECHNOLOGY Co.,Ltd. |
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CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141119 |