CN204024038U - One draws anchor formula cast-in-situ concrete self-heat conserving template - Google Patents
One draws anchor formula cast-in-situ concrete self-heat conserving template Download PDFInfo
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- CN204024038U CN204024038U CN201420302886.0U CN201420302886U CN204024038U CN 204024038 U CN204024038 U CN 204024038U CN 201420302886 U CN201420302886 U CN 201420302886U CN 204024038 U CN204024038 U CN 204024038U
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Abstract
The utility model discloses one and draw anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: draw anchor formula cast-in-situ concrete self-heat conserving template to comprise insulation layer, described insulation layer is provided with and somely runs through insulation layer and perpendicular to the bolthole of insulation layer, be provided with crab-bolt in described bolthole; Described insulation layer is pasted onto on in-situ concrete wall, and the anchoring section of described crab-bolt is positioned at in-situ concrete wall.The utility model draws anchor formula cast-in-situ concrete self-heat conserving template both as the template of in-situ concrete wall construction, again can the permanent composite heat-insulating layer as body of wall, avoids in the damage of work progress to it; Improve operating efficiency and heat insulation effect simultaneously, reaching with body of wall with constructing, same to service life.
Description
Technical field
The utility model relates to building thermal insulation material, particularly relates to one and draws anchor formula cast-in-situ concrete self-heat conserving template.
Background technology
The insulation of building, heat insulation be the important measures reducing CO2 emission.But how to carry out building insulation, heat insulation be but a technical barrier.People once adopted the method for the surperficial exterior wall coating heat insulating material at building, but this both needed building to complete after secondary construction, can not long-term heat preservation be realized again, also have potential safety hazard.Also there is the bonding ultra-thin vacuum heat-insulating plate in the concrete wall surface after building, although heat insulation effect is good, also there are some areas for improvement.Ultra-thin vacuum heat-insulating plate is easily damaged and leak gas when constructing, and wasting time and energy simultaneously, adding workload when pasting ultra-thin vacuum heat-insulating plate, inefficiency, in addition, the same with other heat insulating material, adopt bonding method cannot ensure the application life of heat-insulation system.
Utility model content
The purpose of this utility model is to provide one and draws anchor formula cast-in-situ concrete self-heat conserving template, to solve the bonding strength problem of composite self-insulation template, thus solves the heat insulation problem of building long-time heat preservation.
The technical solution of the utility model is:
One draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: draw anchor formula cast-in-situ concrete self-heat conserving template to comprise insulation layer, and described insulation layer is provided with and somely runs through insulation layer and perpendicular to the bolthole of insulation layer, be provided with crab-bolt in described bolthole; Described insulation layer is pasted onto on in-situ concrete wall, and the anchoring section of described crab-bolt is positioned at in-situ concrete wall.
Further, the anchoring section of described crab-bolt be positioned at in-situ concrete wall part length be not less than a half for in-situ concrete wall thickness.
Further, described insulation layer is provided with and somely runs through insulation layer perpendicular to insulation layer or do not run through the hole of insulation layer, is filled with concrete materials in described hole.During cast-in-place coagulation material, when insulation layer is not run through in described hole, in coagulation material access aperture, play and prevent insulation layer vertical and horizontal from moving, play fixation; When insulation layer is run through in described hole, except playing fixation, also can play the effect connecting in-situ concrete wall and insulation layer.
Further, former and later two sides of described insulation layer are provided with some grooves, described groove be longitudinal profile T-shaped groove in T shape or for longitudinal profile be trapezoidal dovetail groove.Coagulation material or mortar enter described groove, play connection function further.
Further, the leading flank of described insulation layer is provided with some binding sand pulp layer, and the leading flank of binding sand pulp layer is provided with reinforcing layer, and insulation layer is combined by binding sand pulp layer and reinforcing layer and in-situ concrete wall; Described reinforcing layer is composited by one or more in glass-fiber-fabric, non-woven fabrics, carbon-fiber cloth, wire gauze, basalt fiber cloth, ceramic fiber cloth, woven fabric.
Further, the trailing flank of described insulation layer is provided with some binding sand pulp layer, the trailing flank of binding sand pulp layer is provided with reinforcing layer, and the trailing flank of outermost reinforcing layer is provided with anticracking grout layer; Described reinforcing layer is composited by one or more in glass-fiber-fabric, non-woven fabrics, carbon-fiber cloth, wire gauze, cold-drawn silk screen, basalt fiber cloth, ceramic fiber cloth, woven fabric.
Further, described crab-bolt comprises bolt body, anchoring section, free end, turns to locating wheel, and the front end of described bolt body is provided with anchoring section; Free end is arranged on the rear end of bolt body, and the rear end of described free end is provided with and turns to locating wheel; Described turn to the distance between the right flank of locating wheel and insulation layer right flank to be less than anticracking grout layer right flank and insulation layer right flank between distance.
Further, the outer surface of described bolt body is provided with the annular groove for destressing of some through or not through bolt body outer surfaces; The outer surface of described bolt body is provided with the expansion loop of some through or not through bolt body outer surfaces; Described annular groove, expansion loop place plane orthogonal in or the axis of oblique and bolt body at a certain angle.Because insulation layer is that elastic-plastic material is made, the axis of oblique and bolt body at a certain angle, is convenient to be screwed into crab-bolt, is also convenient to combine closely between crab-bolt and insulation layer.
Further, the outer surface of described bolt body is provided with some grooves for destressing being parallel to bolt body axis; It is convex stupefied that the outer surface of described bolt body is provided with some expansions; The convex stupefied axis perpendicular to bolt body of described expansion or at a certain angle tiltedly and the axis oblique of bolt body.
Further, described anchoring section is provided with screw thread, and screw thread is provided with nut, the leading flank of nut is provided with and turns to locating wheel.Be provided with and turn to locating wheel, being convenient to rotate, when turning to locating wheel to be embedded in concrete, raising lateral resistance can being provided.
Further, the rear end of locating wheel, free end turns to locating wheel to be provided with to be respectively equipped with hole turning on the leading flank of nut.Be provided with hole, be convenient to adopt specialist tools to be screwed into crab-bolt, in addition, when turning to locating wheel to be embedded in concrete, being provided with hole and also contributing to placing crab-bolt rotational motion.
Further, the outer surface of anchoring section is vertically provided with some bulge loops.Owing to being built-in fitting, be provided with bulge loop, horizontal uplift resistance is good.
Further, described insulation layer is the one in molded polystyrene plate, plastic extrusion polystyrene board, hard polyurethane board or phenolic board.
Further, described crab-bolt is hollow crab-bolt or solid crab-bolt.Adopt hollow crab-bolt, more save material, bending rigidity is also large.
Further, described crab-bolt is chemical anchor bolts.Compare steel crab-bolt, chemical anchor pole has acid and alkali-resistance, low temperature resistant, ageing-resistant; Heat resistance is good, without creep under normal temperature; Resistance to water stain, stablize at wet environment Mid-long Term Load; Anti-weldering, fire resistance are good; The advantage that anti-seismic performance is good.
Further, the one of described chemical anchor bolts preferred modified polypropene base crab-bolt, nylon based crab-bolt.Its advantage is: antiacid alkali, heat-resisting, fire prevention, temperature susceplibility is low; To base material without expansion extrusion stress, be applicable to heavy burden and various vibrations load; Installing space and back gauge require little; Quick for installation; Construction temperature scope is wide.
The beneficial effects of the utility model are: both as the template of in-situ concrete wall construction, again can the permanent composite heat-insulating layer as body of wall, avoid in the damage of work progress to it; Improve operating efficiency and heat insulation effect simultaneously, reaching with body of wall with constructing, same to service life.Compound heat preservation die plate is lightweight, intensity is high, heat insulation effect and fireproof performance good, make simple, be easy to install, permanent exterior sheathing can be done and use, reduce template consumption and the supporting difficulty of cast-in-situ concrete.Thus, there is easy construction, cost is low, thermal property good, without potential safety hazard, can realize and the feature of building the same life-span.Be provided with and unique draw anchor formula crab-bolt, heat insulation formwork firmly can be connected with cast-in-situ concrete member, employing chemical anchor bolts, have certain pliability, not easy fracture and difficult drop-off, ensure that fastness and the durability of whole heat-preserving wall.This stencil design is reasonable, and be skillfully constructed novelty.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model one preferred embodiment.
Fig. 2 is the structural representation of the utility model one preferred embodiment.
Fig. 3 is the structural representation of the utility model one preferred embodiment.
Fig. 4 is the structural representation of the utility model one preferred embodiment.
Fig. 5 is the structural representation of the utility model one preferred embodiment.
The structural representation of crab-bolt in the preferred embodiment of Fig. 6 the utility model.
Fig. 7 is the left view of Fig. 6.
Fig. 8 is the right view of Fig. 6.
Fig. 9 is the stereogram of Fig. 6.
Figure 10 is the structural representation of crab-bolt in the utility model preferred embodiment.
Figure 11 is the structural representation of crab-bolt in the utility model preferred embodiment.
Figure 12 is the structural representation of crab-bolt in the utility model preferred embodiment.
Figure 13 is the structural representation of crab-bolt in the utility model preferred embodiment.
Figure 14 is the right view of Figure 13.
Figure 15 is the left view of Figure 13.
Figure 16 is the stereogram of Figure 13.
Figure 17 is the structural representation of crab-bolt in the utility model preferred embodiment.
Figure 18 is the structural representation of crab-bolt in the utility model preferred embodiment.
Figure 19 is the structural representation of crab-bolt in the utility model preferred embodiment.
Figure 20 is the structural representation of crab-bolt in the utility model preferred embodiment.
Wherein:
In-situ concrete wall-1; Insulation layer-3; Groove-31; Binding sand pulp layer-22; Reinforcing layer-21; Binding sand pulp layer-24; Reinforcing layer-23; 4-crab-bolt; 41-bolt body; 411-annular groove; 412-expansion loop; 413-groove; 414-expands convex stupefied; 43-anchoring section; 431-bulge loop; 44-free end; 45-turns to locating wheel; 451-hole; 46-nut; 47-turns to locating wheel; 471-hole; Binding sand pulp layer-51; Reinforcing layer-52; Anticracking grout layer-53; Binding sand pulp layer-54; Reinforcing layer-55.
Detailed description of the invention
Below, in conjunction with the accompanying drawings and embodiments the utility model is further described.
Embodiment 1.As shown in Figure 1, one draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: draw anchor formula cast-in-situ concrete self-heat conserving template to comprise insulation layer 3, described insulation layer 3 is provided with and somely runs through insulation layer 3 and perpendicular to the bolthole of insulation layer 3, be provided with crab-bolt 4 in described bolthole; Described insulation layer 3 is pasted onto on in-situ concrete wall 1, and the anchoring section 43 of described crab-bolt 4 is positioned at in-situ concrete wall 1.
The leading flank of described insulation layer 3 is provided with binding sand pulp layer 22, and the leading flank of binding sand pulp layer 22 is provided with reinforcing layer 21, and insulation layer 3 is combined with in-situ concrete wall 1 by binding sand pulp layer 22 and reinforcing layer 21; Described reinforcing layer is composited by one or more in glass-fiber-fabric, non-woven fabrics, carbon-fiber cloth, wire gauze, basalt fiber cloth, ceramic fiber cloth, woven fabric.
The trailing flank of described insulation layer 3 is provided with binding sand pulp layer 51, the trailing flank of binding sand pulp layer 51 is provided with reinforcing layer 52, and the trailing flank of reinforcing layer 52 is provided with anticracking grout layer 53; Described reinforcing layer is composited by one or more in glass-fiber-fabric, non-woven fabrics, carbon-fiber cloth, wire gauze, cold-drawn silk screen, basalt fiber cloth, ceramic fiber cloth, woven fabric.
As shown in Fig. 6 to Fig. 9, described crab-bolt comprises bolt body 41, anchoring section 43, free end 44, turns to locating wheel 45, and the front end of described bolt body 41 is provided with anchoring section 43; Free end 44 is arranged on the rear end of bolt body 41, and the rear end of described free end 41 is provided with and turns to locating wheel 45; Described turn to the distance between the right flank of locating wheel 45 and insulation layer right flank to be no more than anticracking grout layer right flank and insulation layer right flank between distance.
Described insulation layer is the one in molded polystyrene plate, plastic extrusion polystyrene board, hard polyurethane board or phenolic board.Described crab-bolt is hollow crab-bolt and is vinylite crab-bolt.The length of the anchoring section 43 of described crab-bolt 4 is not less than the half being positioned at in-situ concrete wall 1 thickness.
During construction, first insulation layer is holded up, fixing, the trailing flank of insulation layer makes one deck binding sand pulp layer, reinforcing layer, pore-forming, crab-bolt is installed; Inject cast-in-situ concrete and make in-situ concrete wall, the anchoring section of crab-bolt is embedded in concrete, the leading flank of insulation layer makes binding sand pulp layer, reinforcing layer and anticracking grout layer; Namely natural curing at normal temperatures complete.
Embodiment 2.As shown in Figure 2, unique different of the present embodiment and embodiment 1 are: described anchoring section 43 is provided with screw thread, screw thread is provided with nut 46, the leading flank of nut 46 is provided with and turns to locating wheel 47; The right flank of described nut 46 contacts with the left surface of reinforcing layer 21.Locating wheel 45 is turned to be provided with hole 451.
Embodiment 3.As shown in Figure 3, unique different of the present embodiment and embodiment 1 are: the leading flank of described insulation layer 3 is provided with two-layer binding sand pulp layer 22,24, and the leading flank of binding sand pulp layer 22,24 is provided with reinforcing layer 21,23; Described anchoring section 43 is provided with screw thread, screw thread is provided with nut 46, the leading flank of nut 46 is provided with and turns to locating wheel 47; The right flank of described nut 46 contacts with the left surface of the reinforcing layer 21 of high order end.Locating wheel 45 is turned to be provided with hole 451.The leading flank of described insulation layer 3 is provided with two-layer binding sand pulp layer 51,54, and the trailing flank of binding sand pulp layer 51,54 is provided with reinforcing layer 52,55, and outermost is provided with anticracking grout layer 53.
Embodiment 4.Unique different of the present embodiment and embodiment 1 are: described insulation layer 3 is provided with and somely runs through insulation layer 3 perpendicular to insulation layer 3 or do not run through the hole of insulation layer 3, is filled with cast-in-place coagulation material in described hole.
Embodiment 5.As shown in Figure 4, unique different of the present embodiment and embodiment 1 are: former and later two sides of described insulation layer 3 are provided with some grooves 31, and described groove 31 is longitudinal profile T-shaped groove in T shape.
Embodiment 6.As shown in Figure 5, unique different of the present embodiment and embodiment 1 are: former and later two sides of described insulation layer 3 are provided with some grooves 31, described groove 31 for longitudinal profile be trapezoidal dovetail groove.
Embodiment 7.As shown in Fig. 7, Fig. 8, Figure 10, unique different of the present embodiment and embodiment 1 are: the outer surface of described bolt body 41 is provided with the annular groove 411 for destressing of some through bolt body 41 outer surfaces; The outer surface of described bolt body 41 is provided with the expansion loop 412 of some through bolt body 41 outer surfaces; Described annular groove 411, expansion loop 412 place plane orthogonal are in the axis of bolt body 41.Locating wheel 47 is turned to be provided with hole 471.
Embodiment 8.As shown in figure 11, unique different of the present embodiment and embodiment 1 are: the outer surface of described bolt body 41 is provided with the annular groove 411 for destressing of some through bolt body 41 outer surfaces; The outer surface of described bolt body 41 is provided with the expansion loop 412 of some through bolt body 41 outer surfaces; Described annular groove 411 place plane orthogonal is in the axis of bolt body 41.Described expansion loop 412 place plane is diagonal to the axis of bolt body 41.
Embodiment 9.As shown in figure 12, unique different of the present embodiment and embodiment 1 are: the outer surface of described bolt body 41 is provided with the annular groove 411 for destressing of some through bolt body 41 outer surfaces; The outer surface of described bolt body 41 is provided with the expansion loop 412 of some through bolt body 41 outer surfaces; Described annular groove 411, expansion loop 412 place plane are diagonal to the axis of bolt body 41.Locating wheel 47 is turned to be provided with hole 471.
Embodiment 10.As shown in Figure 13 to Figure 16, unique different of the present embodiment and embodiment 1 are: the outer surface of described bolt body 41 is provided with some grooves 413 for destressing being parallel to bolt body axis; The outer surface of described bolt body 41 is provided with some expansions convex stupefied 414; Described expansion convex stupefied 414 is perpendicular to the axis of bolt body 41.
Embodiment 11.Unique different of the present embodiment and embodiment 10 are: described expansion convex stupefied 414 is diagonal to the axis of bolt body 41.
Embodiment 12.As shown in figure 17, unique different of the present embodiment and embodiment 11 are: vertically on the outer surface of anchoring section 43 be provided with some bulge loops 431.
Embodiment 13.As shown in figure 18, unique different of the present embodiment and embodiment 11 are: the outer surface of described bolt body 41 is provided with the annular groove 411 for destressing of some through bolt body 41 outer surfaces; The outer surface of described bolt body 41 is provided with the expansion loop 412 of some through bolt body 41 outer surfaces; Described annular groove 411, expansion loop 412 place plane orthogonal are in the axis of bolt body 41.
Embodiment 14.Unique different of the present embodiment and embodiment 11 are: the outer surface of described bolt body 41 is provided with some grooves 413 for destressing being parallel to bolt body axis; The outer surface of described bolt body 41 is provided with some expansions convex stupefied 414; Described expansion convex stupefied 414 is diagonal to the axis of bolt body 41.
Embodiment 15.As shown in figure 19, unique different of the present embodiment and embodiment 11 are: the outer surface of described bolt body 41 is provided with the annular groove 411 for destressing of some through bolt body 41 outer surfaces; The outer surface of described bolt body 41 is provided with the expansion loop 412 of some through bolt body 41 outer surfaces; Described annular groove 411 place plane orthogonal is in the axis of bolt body 41.Expansion loop 412 place plane is diagonal to the axis of bolt body 41.
Embodiment 20.As shown in figure 20, unique different of the present embodiment and embodiment 19 are: the outer surface of described bolt body 41 is provided with the annular groove 411 for destressing of some through bolt body 41 outer surfaces; The outer surface of described bolt body 41 is provided with the expansion loop 412 of some through bolt body 41 outer surfaces; Described annular groove 411 place plane is diagonal to the axis of bolt body 41.Expansion loop 412 place plane is diagonal to the axis of bolt body 41.
The above is only the preferred embodiment of this patent; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the art of this patent principle; can also make some improvement and replacement, these improve and replace the protection domain that also should be considered as this patent.
Claims (16)
1. one kind is drawn anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: draw anchor formula cast-in-situ concrete self-heat conserving template to comprise insulation layer (3), described insulation layer (3) is provided with and somely runs through insulation layer (3) and perpendicular to the bolthole of insulation layer (3), be provided with crab-bolt (4) in described bolthole; Described insulation layer (3) is pasted onto on in-situ concrete wall (1), and the anchoring section (43) of described crab-bolt (4) is positioned at in-situ concrete wall (1).
2. one as claimed in claim 1 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: the anchoring section (43) of described crab-bolt (4) is positioned at the half that in-situ concrete wall (1) length is partly not less than an in-situ concrete wall (1) thickness.
3. one as claimed in claim 1 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: described insulation layer (3) is provided with and somely runs through insulation layer (3) perpendicular to insulation layer (3) or do not run through the hole of insulation layer (3), is filled with concrete materials in described hole.
4. one as claimed in claim 1 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: former and later two sides of described insulation layer (3) are provided with some grooves (31), described groove (31) for longitudinal profile T-shaped groove in T shape or for longitudinal profile be trapezoidal dovetail groove.
5. one as claimed in claim 1 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: the leading flank of described insulation layer (3) is provided with some binding sand pulp layer, the leading flank of binding sand pulp layer is provided with reinforcing layer, and insulation layer (3) is combined by binding sand pulp layer and reinforcing layer and in-situ concrete wall (1); Described reinforcing layer is composited by one or more in glass-fiber-fabric, non-woven fabrics, carbon-fiber cloth, wire gauze, basalt fiber cloth, ceramic fiber cloth, woven fabric.
6. the one as described in a claim as any in claim 1 to 5 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: the trailing flank of described insulation layer (3) is provided with some binding sand pulp layer, the trailing flank of binding sand pulp layer is provided with reinforcing layer, and the trailing flank of outermost reinforcing layer is provided with anticracking grout layer (53); Described reinforcing layer is composited by one or more in glass-fiber-fabric, non-woven fabrics, carbon-fiber cloth, wire gauze, cold-drawn silk screen, basalt fiber cloth, ceramic fiber cloth, woven fabric.
7. one as claimed in claim 6 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: described crab-bolt comprises bolt body (41), anchoring section (43), free end (44), turns to locating wheel (45), and the front end of described bolt body (41) is provided with anchoring section (43); Free end (44) is arranged on the rear end of bolt body (41), and the rear end of described free end (41) is provided with and turns to locating wheel (45); Describedly the distance between the right flank of locating wheel (45) and insulation layer right flank is turned to be less than distance between the right flank of anticracking grout layer and insulation layer right flank.
8. one as claimed in claim 6 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: the outer surface of described bolt body (41) is provided with the annular groove for destressing (411) of some through or not through bolt body (41) outer surfaces; The outer surface of described bolt body (41) is provided with the expansion loop (412) of some through or not through bolt body (41) outer surfaces; Described annular groove (411), expansion loop (412) place plane orthogonal in or the axis of oblique and bolt body (41) at a certain angle.
9. one as claimed in claim 6 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: the outer surface of described bolt body (41) is provided with some grooves for destressing (413) being parallel to bolt body axis; The outer surface of described bolt body (41) is provided with some expansions convex stupefied (414); Described expansion convex stupefied (414) is perpendicular to the axis or at a certain angle tiltedly and the axis oblique of bolt body (41) of bolt body (41).
10. one as claimed in claim 6 draws anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: described anchoring section (43) is provided with screw thread, screw thread is provided with nut (46), the leading flank of nut (46) is provided with and turns to locating wheel (47).
11. one as claimed in claim 10 draw anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: the rear end of locating wheel (47), free end (41) turns to locating wheel (45) to be provided with to be respectively equipped with hole (471,451) turning on the leading flank of nut (46).
12. one as claimed in claim 6 draw anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: the outer surface of anchoring section (43) is vertically provided with some bulge loops (431).
13. one as claimed in claim 6 draw anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: described insulation layer is the one in molded polystyrene plate, plastic extrusion polystyrene board, hard polyurethane board or phenolic board.
14. one as claimed in claim 6 draw anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: described crab-bolt is hollow crab-bolt or solid crab-bolt.
15. one as claimed in claim 14 draw anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: described crab-bolt is chemical anchor bolts.
16. one as claimed in claim 15 draw anchor formula cast-in-situ concrete self-heat conserving template, it is characterized in that: described chemical anchor bolts are the one of modified polypropene base crab-bolt, nylon based crab-bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420302886.0U CN204024038U (en) | 2014-06-09 | 2014-06-09 | One draws anchor formula cast-in-situ concrete self-heat conserving template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420302886.0U CN204024038U (en) | 2014-06-09 | 2014-06-09 | One draws anchor formula cast-in-situ concrete self-heat conserving template |
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| CN204024038U true CN204024038U (en) | 2014-12-17 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105298012A (en) * | 2015-10-16 | 2016-02-03 | 江苏长达环保节能科技有限公司 | Fireproof disassembly-free anchoring cast-in-place concrete composite molding heat preserving plate |
| CN109339264A (en) * | 2018-11-15 | 2019-02-15 | 河南省第建筑工程集团有限责任公司 | A kind of rock wool outer wall heat preservation and structure-integrated system |
-
2014
- 2014-06-09 CN CN201420302886.0U patent/CN204024038U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105298012A (en) * | 2015-10-16 | 2016-02-03 | 江苏长达环保节能科技有限公司 | Fireproof disassembly-free anchoring cast-in-place concrete composite molding heat preserving plate |
| CN109339264A (en) * | 2018-11-15 | 2019-02-15 | 河南省第建筑工程集团有限责任公司 | A kind of rock wool outer wall heat preservation and structure-integrated system |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20141217 Termination date: 20170609 |