CN204826294U - Cast in situ concrete shear force wall self preservation temperature system - Google Patents
Cast in situ concrete shear force wall self preservation temperature system Download PDFInfo
- Publication number
- CN204826294U CN204826294U CN201520575193.3U CN201520575193U CN204826294U CN 204826294 U CN204826294 U CN 204826294U CN 201520575193 U CN201520575193 U CN 201520575193U CN 204826294 U CN204826294 U CN 204826294U
- Authority
- CN
- China
- Prior art keywords
- warming plate
- cast
- insulation system
- concrete shear
- wall self
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Landscapes
- Building Environments (AREA)
Abstract
The utility model belongs to the building field, concretely relates to cast in situ concrete shear force wall self preservation temperature system, including outside steel wire mesh sheet and heated board, a plurality of multi -functional CL rack board protective layer mortar cushions of installation and being connected through the fixed fastener of a plurality of heated boards between outside steel wire mesh sheet and the heated board, the inner of the fixed fastener of heated board is for colluding a shape, and the outer end straight peen is worn out from the heated board from inside to outside to the hasp of bending welds on outside steel wire mesh sheet's horizontal hair, and the middle section of colluding a shape has crotch, terminal chucking heated board, a plurality of multi -functional cover to reinforcement cushions of installation and connecting through a plurality of fasteners of being connected between heated board and the steel bars of the shear wall are connected the one end of fastener and are bent and catch hold of with a hook in the crotch of the fixed fastener the inner of heated board, and the other end is bent and is caught hold of tight steel bars of the shear wall with a hook. Through the utility model discloses can reduce construction costs, improve building wall thermal insulation performance, guarantee cast -in -place reinforced concrete wall quality.
Description
Technical field
The utility model relates to a kind of cast-in-place concrete shear wall self-insulation system, belongs to building field.
Background technology
At present, in the construction technology of cast-in-situ steel reinforced concrete frame structure exterior wall, heat-insulation system mostly adopts inside and outside double-layer wire mesh sheet, by inside and outside steel fabric sheet and oblique abdomen silk, warming plate is fixed on the one hand, by inner side steel fabric sheet, wall thermal insulating skeleton and oblique abdomen silk are connected with shear force wall reinforcing steel bar on the other hand, when constructing, every square meter probably needs with 100 oblique abdomen silks, because abdomen silk all adopts metal heat-conducting material to make, the heat-insulating property of body of wall therefore can be affected to a certain extent.Nowadays, energy-saving and emission-reduction index is brought up to 75% from 65% by national requirements, but according to construction technology ripe at present, has been difficult to the energy-saving and emission-reduction index that this is new.
And; in the construction technology of current cast-in-situ steel reinforced concrete shear wall; because the design size of body of wall external protection cannot precisely control; therefore form removal back wall can be caused to occur leaking muscle, jackknifing, playing the problem that drum etc. affects construction quality; thus having a strong impact on cast in situ ferroconcrete wall weight, this problem does not have good settling mode yet.
Utility model content
According to above deficiency of the prior art; the technical problems to be solved in the utility model is: provide a kind of cast-in-place concrete shear wall self-insulation system that can reduce building costs, improve construction wall heat-insulating property; precisely can control the design size of reinforcement cover, ensure cast in situ ferroconcrete wall weight.
Cast-in-place concrete shear wall self-insulation system described in the utility model, comprise outside steel fabric sheet and warming plate, outside steel fabric sheet with some multi-functional CL network frame plate topping mortar pads are installed between warming plate and are connected by some warming plate fixed fasteners, the inner of warming plate fixed fastener is for hooking folding shape, outer end straight peen passes from inside to outside from warming plate, and bending snap over outside steel fabric sheet horizontal hair on and weld, hook folding shape stage casing with crotch, end clamping warming plate; Install some Multifunctional reinforcement protective cover cushion block between warming plate with shear force wall reinforcing steel bar and be connected by some connection cards, one end bending of connection card is also hooked in the crotch of warming plate fixed fastener the inner, and other end bending also hooks shear force wall reinforcing steel bar.
The preparation method of above-mentioned shear wall self-insulation system is as follows: first install some multi-functional CL network frame plate topping mortar pads in the inner side of outside steel fabric sheet as support, then warming plate is leaned against the inner side of multi-functional CL network frame plate topping mortar pad, some warming plate fixed fasteners are utilized reliably to fix warming plate, utilize the multi-functional support of CL network frame plate topping mortar pad and the automatic fastening effect of warming plate fixed fastener, warming plate and outside steel fabric sheet are assembled into one, and indeformable; Some Multifunctional reinforcement protective cover cushion block are installed as support in the outside of shear force wall reinforcing steel bar afterwards; then warming plate is leaned against the outside of Multifunctional reinforcement protective cover cushion block; some connection cards are utilized reliably to fix warming plate; utilize the support of Multifunctional reinforcement protective cover cushion block and the automatic fastening effect of connection card, the overall structure formed warming plate and outside steel fabric sheet and shear force wall reinforcing steel bar are assembled into shear wall self-insulation system.In the utility model; multi-functional CL network frame plate topping mortar pad, all patented power of Multifunctional reinforcement protective cover cushion block; the patent No. of multi-functional CL network frame plate topping mortar pad is 201220477838.6, and the patent No. of Multifunctional reinforcement protective cover cushion block is 201220477888.4.
This shear wall self-insulation system and the shear force wall reinforcing steel bar bearing building bearing, be two structural systems bearing difference in functionality respectively, the reliable connection of two structural systems is the important steps guaranteeing construction quality safety.In order to address this problem, oblique abdomen silk of the prior art is replaced by warming plate fixed fastener, the connection card of above-mentioned special construction by the utility model: warming plate fixed fastener penetrates warming plate, its outer end straight peen pass from warming plate from inside to outside and bending snap over outside steel fabric sheet horizontal hair on and weld, its the inner is the hook folding shape of stage casing with crotch, hook folding shape end clamping warming plate, warming plate is carried out firm fixing; One end bending of connection card is also hooked in the crotch of warming plate fixed fastener the inner, and other end bending also hooks shear force wall reinforcing steel bar, thus achieves warming plate and be connected with the indirect of shear force wall reinforcing steel bar.Adopt multi-functional CL network frame plate topping mortar pad simultaneously, the reliable and stable support between warming plate and outside steel fabric sheet can be realized on the one hand, on the other hand, the effect controlling body of wall external protection gap can be played when formwork supporting plate; Adopt Multifunctional reinforcement protective cover cushion block, the reliable and stable support between warming plate and shear force wall reinforcing steel bar can be realized on the one hand, on the other hand, the effect controlling shear force wall reinforcing steel bar external protection gap can be played.So just effectively shear wall self-insulation system and shear force wall reinforcing steel bar are connected in one, Pouring concrete at the same time after the formwork supporting plate of both sides, after maintenance form removal, just obtains the ideal architecture main body of Support Function with the life-span of a building heat preservation function and structure.
At the scene in work progress, above-mentioned Multifunctional reinforcement protective cover cushion block also can be installed in the inner side of shear force wall reinforcing steel bar, the effect accurately controlling shear force wall reinforcing steel bar inner protective layer gap can be played on the one hand, on the other hand, due in shear force wall reinforcing steel bar, the topping of outer both sides all adopts above-mentioned Multifunctional reinforcement protective cover cushion block to control, therefore after shear wall form removal, the topping quality of both sides should be identical, although shear force wall reinforcing steel bar external protection is because blocking invisible (namely quality cannot be checked), but can judge that shear force wall reinforcing steel bar external protection also meets the construction quality requirement of country by visible qualified shear force wall reinforcing steel bar inner protective layer, thus ensure the total quality of whole building body.
This shear wall self-heat conserving structure, compared with existing similar technique, can save inner side steel fabric sheet, can replace tradition every square metre of 100 oblique abdomen silks by the warming plate fixed fastener of every square metre of 30 above-mentioned special constructions simultaneously.Eliminate inner side a slice inside steel fabric sheet and 2/3rds oblique abdomen silk, reduce cost; And cut the oblique abdomen silk of 2/3rds, be also just equivalent to the heat bridge having cut 2/3rds, reach the object improving construction wall heat-insulating property, the energy-saving and emission-reduction index that country is new can be completed, ensure that quality safety simultaneously.
Although the utility model eliminates inner side steel fabric sheet; but due to the existence of Multifunctional reinforcement protective cover cushion block; the thickness of shear force wall reinforcing steel bar external protection can be controlled completely within design size (its error is not more than 1mm), namely ensure that the design size of shear force wall reinforcing steel bar external protection.
Distance between described outside steel fabric sheet and warming plate is 30mm, and the distance of itself and multi-functional CL network frame plate topping mortar pad outer end (namely multi-functional CL network frame plate topping mortar pad is away from the side of warming plate) is 20mm.Achieved outside outside steel fabric sheet outside the warming plate position in 50mm external protection by multi-functional CL network frame plate topping mortar pad and move, make the THICKNESS CONTROL of concrete outside the steel fabric sheet of outside at 20mm, inner side controls at 30mm, due to the thinner thickness of concrete outside the steel fabric sheet of outside, therefore outside steel fabric sheet the muscle that plays a part just can normally play, the accurate control of body of wall external protection design size can be realized by multi-functional CL network frame plate topping mortar pad, by the distance of outside steel fabric sheet and multi-functional CL network frame plate topping mortar pad outer end is designed to 20mm, form removal back wall external protection can be solved and leak muscle, jackknifing, play the quality problems such as drum, guarantee the quality of cast in situ ferroconcrete wall body.
Multilayer many cavitys hollow sheeting that described warming plate adopts PVC material to make; The end of the hook folding shape of warming plate fixed fastener is vertical edge, and vertical edge and above-mentioned multilayer many cavitys hollow sheeting clamp fits.Multilayer many cavitys hollow sheeting that the utility model selects PVC material to make first in construction wall heat preservation technology, due to it, to have tightness good, corrosion resistant performance is strong, fire protection flame retarding, light weight has the advantage of rigidity, and its coefficient of thermal conductivity is 0.17w/mk, and the coefficient of thermal conductivity of air is only 0.028w/mk, therefore utilize its hollow heat preservation property as wall heat insulation material, the object of energy-saving and emission-reduction can be reached.Because PVC material has stronger rigidity, therefore adopt the vertical edge of warming plate fixed fastener the inner can clamp with above-mentioned multilayer many cavitys hollow sheeting and fit.
Certainly, the utility model is according to different regions and condition, also XPS extruded sheet or eps foam plate can be selected as warming plate, but because XPS extruded sheet or eps foam plate are easily penetrated by steel wire, the tip designs of therefore hook of warming plate fixed fastener being rolled over shape is L-type, the vertical edge of L-type and XPS extruded sheet or eps foam board are close to conjunction, and the horizontal sides of L-type is inserted in XPS extruded sheet or eps foam plate.Realize fixing with the reliable of warming plate by this kind of structure.
Preferably; at the interval, top of warming plate, some outrigger grooves are set; by arranging this outrigger groove; can when floor (or superstructure) constructs; directly bottom template is propped up below outrigger trench bottom or outrigger trench bottom; automatically can form the outrigger becoming to be integrated with floor (or superstructure) in some outrigger grooves when building like this, and make floor (or superstructure) become to be integrated with body of wall external protection and shear wall by outrigger.More preferred, the distance between adjacent outrigger groove is 1m ~ 1.2m; The length of outrigger groove is 12cm ~ 15cm.Compare the construction technology of conventional floors (or superstructure), the heat bridge that floor (or superstructure) is formed decreases 85% ~ 90%, improves the heat-insulating property of construction wall.
Except above-mentioned points, in the utility model, the preferred diameter of reinforcing bar of outside steel fabric sheet is the zinc-coated wire of 3mm.
The beneficial effect that the utility model is compared with prior art had is:
Eliminate inner side steel fabric sheet by the utility model, decrease traditional abdomen silk quantity, both reduced building costs, and made again construction wall heat insulation function be promoted greatly, complete the energy-saving and emission-reduction index that country is new; Can realize the accurate control of body of wall external protection design size, after solving form removal, exterior wall topping leaks muscle, jackknifing, plays the quality problems such as drum, ensure that the quality of cast in situ ferroconcrete wall body; The accurate control of shear force wall reinforcing steel bar external protection design size can be realized simultaneously.
Accompanying drawing explanation
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 warming plate.
In figure: 1, outside steel fabric sheet; 2, warming plate fixed fastener; 3, multi-functional CL network frame plate topping mortar pad; 4, warming plate; 5, shear force wall reinforcing steel bar; 6, Multifunctional reinforcement protective cover cushion block; 7, connection card; 8, outrigger groove.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described further:
Embodiment one:
As shown in Figure 1, cast-in-place concrete shear wall self-insulation system comprises outside steel fabric sheet 1 and warming plate 4, multilayer many cavitys hollow sheeting that warming plate 4 adopts PVC material to make, outside steel fabric sheet 1 with some multi-functional CL network frame plate topping mortar pads 3 are installed between warming plate 4 and are connected by some warming plate fixed fasteners 2, the inner of warming plate fixed fastener 2 is for hooking folding shape, outer end straight peen passes from inside to outside from warming plate 4, and bending snap over outside steel fabric sheet 1 horizontal hair on and weld, hook the stage casing of folding shape with crotch, end is vertical edge, vertical edge and above-mentioned multilayer many cavitys hollow sheeting clamp fits, some Multifunctional reinforcement protective cover cushion block 6 are installed between warming plate 4 with shear force wall reinforcing steel bar 5 and are connected by some connection cards 7, one end bending of connection card 7 is also hooked in the crotch of warming plate fixed fastener 2 the inner, and other end bending also hooks shear force wall reinforcing steel bar 5.
The preparation method of above-mentioned shear wall self-insulation system is as follows: first install some multi-functional CL network frame plate topping mortar pads 3 in the inner side of outside steel fabric sheet 1 as support, then warming plate 4 is leaned against the inner side of multi-functional CL network frame plate topping mortar pad 3, some warming plate fixed fasteners 2 pairs of warming plates 4 are utilized reliably to fix, utilize the multi-functional support of CL network frame plate topping mortar pad 3 and the automatic fastening effect of warming plate fixed fastener 2, warming plate 4 and outside steel fabric sheet 1 are assembled into one, and indeformable; Some Multifunctional reinforcement protective cover cushion block 6 are installed afterwards as support in the outside of shear force wall reinforcing steel bar 5; then warming plate 4 is leaned against the outside of Multifunctional reinforcement protective cover cushion block 6; some connection cards 7 pairs of warming plates 4 are utilized reliably to fix; utilize the support of Multifunctional reinforcement protective cover cushion block 6 and the automatic fastening effect of connection card 7, the overall structure formed warming plate 4 and outside steel fabric sheet 1 and shear force wall reinforcing steel bar 5 are assembled into shear wall self-insulation system.In the present embodiment; multi-functional CL network frame plate topping mortar pad 3, all patented power of Multifunctional reinforcement protective cover cushion block 6; the patent No. of multi-functional CL network frame plate topping mortar pad 3 is 201220477838.6, and the patent No. of Multifunctional reinforcement protective cover cushion block 6 is 201220477888.4.
This shear wall self-insulation system and the shear force wall reinforcing steel bar 5 bearing building bearing, be two structural systems bearing difference in functionality respectively, the reliable connection of two structural systems is the important steps guaranteeing construction quality safety.In order to address this problem, oblique abdomen silk of the prior art is replaced by warming plate fixed fastener 2, the connection card 7 of above-mentioned special construction by the utility model: warming plate fixed fastener 2 penetrates warming plate 4, its outer end straight peen pass from warming plate 4 from inside to outside and bending snap over outside steel fabric sheet 1 horizontal hair on and weld, its the inner is the hook folding shape of stage casing with crotch, hook folding shape end clamping warming plate 4, warming plate 4 is carried out firm fixing; One end bending of connection card 7 is also hooked in the crotch of warming plate fixed fastener 2 the inner, and other end bending also hooks shear force wall reinforcing steel bar 5, thus achieves warming plate 4 and be connected with the indirect of shear force wall reinforcing steel bar 5.Adopt multi-functional CL network frame plate topping mortar pad 3 simultaneously, Multifunctional reinforcement protective cover cushion block 6 realizes warming plate 4 and reliable and stable support between outside steel fabric sheet 1 and shear force wall reinforcing steel bar 5.So just effectively shear wall self-insulation system and shear force wall reinforcing steel bar 5 are connected in one, Pouring concrete at the same time after the formwork supporting plate of both sides, after maintenance form removal, just obtains the ideal architecture main body of Support Function with the life-span of a building heat preservation function and structure.
At the scene in work progress, above-mentioned Multifunctional reinforcement protective cover cushion block also can be installed in the inner side of shear force wall reinforcing steel bar 5, the effect accurately controlling shear force wall reinforcing steel bar inner protective layer gap can be played on the one hand, on the other hand, due in shear force wall reinforcing steel bar 5, the topping of outer both sides all adopts above-mentioned Multifunctional reinforcement protective cover cushion block to control, therefore after shear wall form removal, the topping quality of both sides should be identical, although shear force wall reinforcing steel bar external protection is because blocking invisible (namely quality cannot be checked), but can judge that shear force wall reinforcing steel bar external protection also meets the construction quality requirement of country by visible qualified shear force wall reinforcing steel bar inner protective layer, thus ensure the total quality of whole building body.
This shear wall self-heat conserving structure, compared with existing similar technique, can save inner side steel fabric sheet, can replace tradition every square metre of 100 oblique abdomen silks by the warming plate fixed fastener 2 of every square metre of 30 above-mentioned special constructions simultaneously.Eliminate inner side a slice inside steel fabric sheet and 2/3rds oblique abdomen silk, reduce cost; And cut the oblique abdomen silk of 2/3rds, be also just equivalent to the heat bridge having cut 2/3rds, reach the object improving construction wall heat-insulating property, the energy-saving and emission-reduction index that country is new can be completed, ensure that quality safety simultaneously.
Although the utility model eliminates inner side steel fabric sheet; but due to the existence of Multifunctional reinforcement protective cover cushion block 6; the thickness of shear force wall reinforcing steel bar external protection can be controlled completely within design size (its error is not more than 1mm), namely ensure that the design size of shear force wall reinforcing steel bar external protection.
Multilayer many cavitys hollow sheeting that the present embodiment selects PVC material to make first in construction wall heat preservation technology, and utilize its hollow heat preservation property as wall heat insulation material, reach the object of energy-saving and emission-reduction.Because PVC material has stronger rigidity, therefore adopt the vertical edge of warming plate fixed fastener 2 the inner can clamp with above-mentioned multilayer many cavitys hollow sheeting and fit.
In the present embodiment: the distance between outside steel fabric sheet 1 and warming plate 4 is 30mm, the distance of itself and multi-functional CL network frame plate topping mortar pad 3 outer end (namely multi-functional CL network frame plate topping mortar pad 3 is away from the side of warming plate 4) is 20mm, achieved outside outside steel fabric sheet 1 outside warming plate 4 position in 50mm external protection by multi-functional CL network frame plate topping mortar pad 3 and move, make the THICKNESS CONTROL of concrete outside the steel fabric sheet 1 of outside at 20mm, inner side controls at 30mm, due to the thinner thickness of concrete outside outside steel fabric sheet 1, therefore outside steel fabric sheet 1 the muscle that plays a part just can normally play, the accurate control of body of wall external protection design size can be realized by multi-functional CL network frame plate topping mortar pad 3, thus solve form removal back wall external protection leakage muscle, jackknifing, play the quality problems such as drum, guarantee the quality of cast in situ ferroconcrete wall body, at the interval, top of warming plate 4, some outrigger grooves 8 are set, as shown in Figure 3, by arranging this outrigger groove 8, can when floor (or superstructure) constructs, directly bottom template is propped up bottom outrigger groove 8 or outrigger groove 8 bottom part down, automatically can form the outrigger becoming to be integrated with floor (or superstructure) in some outrigger grooves 8 when building like this, and make floor (or superstructure) become to be integrated with body of wall external protection and shear wall by outrigger, distance between adjacent outrigger groove is 1m ~ 1.2m, the length of outrigger groove is 12cm ~ 15cm, compares the construction technology of conventional floors (or superstructure), and the heat bridge that floor (or superstructure) is formed decreases 85% ~ 90%, improves the heat-insulating property of construction wall, the zinc-coated wire of the reinforcing bar of outside steel fabric sheet 1 to be diameter be 3mm.
Embodiment two:
As shown in Figure 2, select XPS extruded sheet or eps foam plate as warming plate 4, but because XPS extruded sheet or eps foam plate are easily penetrated by steel wire, therefore in the present embodiment, the tip designs of the hook folding shape of warming plate fixed fastener 2 is L-type, the vertical edge of L-type and XPS extruded sheet or eps foam board are close to conjunction, the horizontal sides of L-type is inserted in XPS extruded sheet or eps foam plate, can realize fixing with the reliable of warming plate 4 by this kind of structure.Other structures of the present embodiment are all identical with embodiment one.
Claims (8)
1. a cast-in-place concrete shear wall self-insulation system, comprise outside steel fabric sheet (1) and warming plate (4), it is characterized in that: some multi-functional CL network frame plate toppings mortar pad (3) are installed between outside steel fabric sheet (1) with warming plate (4) and are connected by some warming plate fixed fasteners (2), the inner of warming plate fixed fastener (2) is for hooking folding shape, outer end straight peen passes from inside to outside from warming plate (4), and bending snap over outside steel fabric sheet (1) horizontal hair on and weld, hook the stage casing of folding shape with crotch, end clamping warming plate (4), some Multifunctional reinforcement protective cover cushion block (6) are installed between warming plate (4) with shear force wall reinforcing steel bar (5) and are connected by some connection cards (7), one end bending of connection card (7) is also hooked in the inner crotch of warming plate fixed fastener (2), and other end bending also hooks shear force wall reinforcing steel bar (5).
2. cast-in-place concrete shear wall self-insulation system according to claim 1; it is characterized in that: the distance between outside steel fabric sheet (1) and warming plate (4) is 30mm, the distance of itself and multi-functional CL network frame plate topping mortar pad (3) outer end is 20mm.
3. cast-in-place concrete shear wall self-insulation system according to claim 1 and 2, is characterized in that: multilayer many cavitys hollow sheeting that described warming plate (4) adopts PVC material to make; The end of the hook folding shape of warming plate fixed fastener (2) is vertical edge, and vertical edge and above-mentioned multilayer many cavitys hollow sheeting clamp fits.
4. cast-in-place concrete shear wall self-insulation system according to claim 1 and 2, is characterized in that: described warming plate (4) adopts XPS extruded sheet or eps foam plate; The end of the hook folding shape of warming plate fixed fastener (2) is L-type, and the vertical edge of L-type and XPS extruded sheet or eps foam board are close to conjunction, in the horizontal sides insertion XPS extruded sheet of L-type or eps foam plate.
5. cast-in-place concrete shear wall self-insulation system according to claim 1 and 2, is characterized in that: the interval, top of described warming plate (4) arranges some outrigger grooves (8).
6. cast-in-place concrete shear wall self-insulation system according to claim 5, is characterized in that: the distance between adjacent outrigger groove (8) is 1m ~ 1.2m.
7. cast-in-place concrete shear wall self-insulation system according to claim 5, is characterized in that: the length of described outrigger groove (8) is 12cm ~ 15cm.
8. cast-in-place concrete shear wall self-insulation system according to claim 1 and 2, is characterized in that: the zinc-coated wire of the steel wire of described outside steel fabric sheet (1) to be diameter be 3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520575193.3U CN204826294U (en) | 2015-07-31 | 2015-07-31 | Cast in situ concrete shear force wall self preservation temperature system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520575193.3U CN204826294U (en) | 2015-07-31 | 2015-07-31 | Cast in situ concrete shear force wall self preservation temperature system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204826294U true CN204826294U (en) | 2015-12-02 |
Family
ID=54683910
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520575193.3U Withdrawn - After Issue CN204826294U (en) | 2015-07-31 | 2015-07-31 | Cast in situ concrete shear force wall self preservation temperature system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204826294U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN109403476A (en) * | 2018-11-06 | 2019-03-01 | 济南捷源新材料有限公司 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate and construction technology |
| CN110593451A (en) * | 2019-08-06 | 2019-12-20 | 中国十七冶集团有限公司 | Composite heat-preservation concrete wall with welded steel bar net rack |
| CN113700253A (en) * | 2021-08-26 | 2021-11-26 | 中国二十二冶集团有限公司 | Method for fixing outer wall integrated plate |
-
2015
- 2015-07-31 CN CN201520575193.3U patent/CN204826294U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN109403476A (en) * | 2018-11-06 | 2019-03-01 | 济南捷源新材料有限公司 | Novel anchoring piece, the cast-in-situ wall containing steel wire frame plate and construction technology |
| CN110593451A (en) * | 2019-08-06 | 2019-12-20 | 中国十七冶集团有限公司 | Composite heat-preservation concrete wall with welded steel bar net rack |
| CN113700253A (en) * | 2021-08-26 | 2021-11-26 | 中国二十二冶集团有限公司 | Method for fixing outer wall integrated plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207160315U (en) | Fire-type steel wire net rack thermal-insulating board cast-in-situ steel reinforced concrete self-insulation wall structure | |
| CN204826294U (en) | Cast in situ concrete shear force wall self preservation temperature system | |
| CN105064538A (en) | Self heat-insulation system of cast-in-situ concrete shear wall and method for manufacturing self heat-insulation system | |
| CN214784955U (en) | Building heat preservation and structure integration wall body | |
| CN107447878A (en) | A kind of the concrete wall insulation construction and construction technology of built-in transiens connector | |
| CN105040853A (en) | Composite heat-insulation plate cast-in-place concrete sandwiched wall structure | |
| CN106760175A (en) | A kind of precast wall panel of steel grating aluminium film coating phase-change materials and preparation method thereof | |
| CN104631650B (en) | Screen plate outer wall with heat insulation layer and construction method | |
| CN204940581U (en) | A kind of complex heat-preservation plate cast-in-place concrete sandwich wall structure | |
| CN204826237U (en) | Cast in situ concrete shear force wall self preservation temperature structure | |
| CN109826362A (en) | The built-in white steel fastener precast concrete super low energy consumption Sandwich insulation wallboard of bent | |
| CN213682613U (en) | Steel wire welded mesh sandwich thermal insulation wall | |
| CN205382578U (en) | Outer wall self preservation temperature system | |
| CN209194751U (en) | Concrete heat-insulation wall and its connector | |
| CN209011372U (en) | Suitable for assembled architecture lightweight composite steel wire rack heat-preserving wall | |
| CN110397234A (en) | A kind of production method of the concrete assembled prefabricated panel of super low energy consumption and the wallboard | |
| CN106351361A (en) | Method for manufacturing XPS sandwich heat-insulating cast-in-place concrete shear wall system | |
| CN207296166U (en) | A kind of light steel skeleton prefabricated thermal insulation floor | |
| CN205330155U (en) | Exempt from form removal fire prevention heat preservation template | |
| CN205369586U (en) | Device for connecting self preservation temperature outer wall and major structure | |
| CN211873417U (en) | Combined structure building | |
| CN212176090U (en) | Wall embedded part | |
| CN111502076A (en) | Combined structure building | |
| CN206245606U (en) | A kind of EPS composite heat-insulation roofs | |
| CN205530729U (en) | Ceiling radiant tube structure based on bury under reinforcing bar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151202 Effective date of abandoning: 20170728 |