CN202689245U - Currently wiped skeleton net hollow filling wall - Google Patents
Currently wiped skeleton net hollow filling wall Download PDFInfo
- Publication number
- CN202689245U CN202689245U CN 201220391818 CN201220391818U CN202689245U CN 202689245 U CN202689245 U CN 202689245U CN 201220391818 CN201220391818 CN 201220391818 CN 201220391818 U CN201220391818 U CN 201220391818U CN 202689245 U CN202689245 U CN 202689245U
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- skeleton
- rib
- infilled wall
- net
- surface layer
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Abstract
The present utility model discloses a currently wiped skeleton net hollow filling wall. The filling wall comprises a skeleton net (1). A currently wiped surface layer (4) and a sealing surface layer (5) are respectively arranged on outer ends of two sides of the skeleton net (1), and a vertical rib (2) and a horizontal rib (3) are successively arranged between the skeleton net (1) and the currently wiped surface layer (4). Compared with the prior air-entrapping concrete block-building filling wall and hollow inner die metal net cement internal parting wall, comprehensive economic index and construction period of the novel filling wall is better, the factory production degree is high, the on-site construction process is simple, and shortages of the prior at are made up.
Description
Technical field
The utility model relates to a kind of building infilled wall, particularly relates to a kind of hollow infilled wall.
Background technology
The building infilled wall is the enclosed structure of building, measure the performances such as large and wide, its sound insulation, heat insulation, intensity, fire prevention, protection against the tide, waterproof, directly affects functional performance and the security performance of building.Along with the progress in epoch and the requirement of environmental protection, the epoch of Qin brick and Han tile finish already, and new wall material is constantly released, and at present, aerated concrete building block is more as infilled wall, and in addition, the hollow steel framework at center cement metal mesh interior partition wall also is widely adopted.The problem that exists is, shortage along with China's manpower, labour cost is multiplied, corresponding being greatly improved of cost of existing infilled wall, in addition, the intensity of aerated concrete building block infilled wall is low be unfavorable for safety and whitewash, its deadweight makes than conference that the agent structure cost improves, the poor structural seismic that is unfavorable for of its globality, and the hollow steel framework at center cement metal mesh interior partition wall gets complicated construction technique and makes the duration longer.Therefore, researching and developing novel infilled wall short, that cost is low, performance is excellent of a kind of duration has great importance.
Summary of the invention
Technical problem to be solved in the utility model is: a kind of skeleton hollow infilled wall of now smearing is provided, and its comprehensive economic index and construction period are better than existing aerated concrete building block infilled wall and hollow steel framework at center cement metal mesh interior partition wall.
The technical solution of the utility model is: a kind of skeleton hollow infilled wall of now smearing, outer end, skeleton both sides are respectively existing float coat and sealing surface layer, are followed successively by vertical rib, cross rib between skeleton and the existing float coat.
Skeleton is two-way not uniform thickness bending net sheet, and its vertical groove is alternate sipes and narrow groove, and narrow groove is vertical rib, and its surface is the flute profile external mold, and the space of its encirclement is vertical cavity groove; Skeleton is formed by stacking by the Double-level Reticulated sheet, and inboard net sheet is macropore crin net, plays the effect of skeleton, and outside net sheet is the aperture filamentary webs, is attached to interior net surface.
Be pre-coremaking rib in the vertical rib.Vertical rib has at least one to run through the horizontal hole of pre-coremaking rib.
The sealing surface layer is connected in vertical rib by precast plate or employing tire net is connected in vertical rib, and embedding invests the tire net surface.
The tire net is alternate sipes and narrow groove, and narrow groove is cross rib, and its outer wall is netted flute profile external mold.
Existing float coat and cross rib adopt cementitious material now to smear embedding and invest the skeleton external surface.Existing float coat and sealing surface layer are formed by stacking at least two layers of different material.
Filled core is air or is heat insulating material.
Skeleton adopts two-way not uniform thickness bending net sheet, its vertical large scale groove that adopts, form vertical netted rib cage, the levels floor is fixed at two ends makes its location, and laterally be supported on vertical netted rib cage for the small scale groove forms folding shape net, the folding shape net that groove forms has improved the out of plane stiffness of net sheet, the spacing that makes vertical netted rib cage can increase and reduce the material of using of skeleton, the groove of both direction is conducive to burying underground of general pipeline, in addition, the complete batch production production of skeleton, thus production efficiency greatly improved, saved labour cost.The sealing surface layer link to each other with the skeleton make-up formation a plurality of unidirectional blocking cavitys be conducive to improve the sound insulation of infilled wall, heat insulation, fireproof performance.Existing float coat is set, is convenient to the pre-buried of pipeline, simultaneously also saved the levelling of traditional block surfaces and plaster, thereby alleviated deadweight, reduced cost.
Skeleton adopts the superimposed use of Double-level Reticulated sheet, inboard net sheet adopts macropore crin net to be conducive to improve the rigidity of skeleton and the overall material of using that is conducive to reduce skeleton, and outside net sheet adhering to when adopting the aperture filamentary webs to be conducive to cementitious material now to smear, thereby can improve existing dauber's effect, reduce and now smear material and come off and save material.
Vertically offering horizontal hole along body of wall on vertical rib is conducive to burying within the walls larger pipeline underground.
Vertical rib adopts pre-coremaking rib, has improved the batch production production degree of skeleton rib, has greatly reduced showing of skeleton rib to smear engineering quantity, thereby raising work efficiency, reduced labour cost, and the employing of pre-coremaking rib the rigidity requirement of skeleton can be reduced greatly, thereby the material usage of skeleton can be reduced.During construction, first the two ends of pre-coremaking rib are fixed in up and down floor location, then skeleton is fixed on the pre-coremaking rib, and now smears filleting with cementitious material by net groove outside and make pre-coremaking rib and skeleton become whole co-operation, thereby greatly improved the integral rigidity of net sheet.
The sealing surface layer adopts precast plate, has greatly improved batch production production degree and construction efficiency, has significantly reduced labour cost.
The sealing surface layer adopts the tire net to be connected in skeleton, now smears embedding with cementitious material and invests the tire net, is conducive to improve the globality of body of wall.The tire net is made as the two-sided sipes net sheet alternate with narrow groove, can improves the out of plane stiffness of tire net, reduce the thickness of sealing surface layer.In addition, groove is convenient to burying underground of general pipeline.
Existing float coat and sealing surface layer adopt at least two kinds of materials to be formed by stacking, and are conducive to improve the functional performance of body of wall, the advantage of performance different materials, thereby the cost performance of raising body of wall.
Fill core and adopt air, can satisfy the instructions for use of general internal partition wall, it is low from heavy and light, cost.If the employing filled thermal insulation materials can improve heat preservation energy-saving and the fireproof performance of body of wall, satisfy the body of wall demand that has higher requirements.
The utility model compared with prior art batch production production degree is high, draws materials flexibly, and construction technology is simple, and is on-the-spot quick for installation, conducts oneself with dignity lighter, and comprehensive cost reduces greatly.In addition, the existence of body of wall inner frame net has not only significantly improved body of wall and has been connected with the reliable of agent structure, and greatly improved the globality of body of wall self, thereby greatly improved the anti-seismic performance of body of wall, when earthquake, can as traditional masonry, not cause the secondary injury to the people because of falling apart of self.
Description of drawings
Fig. 1 is the schematic cross section of structure of the present invention;
Fig. 2 is tire net and cross rib schematic diagram;
Fig. 3 is tire net section 2-2 schematic diagram;
Fig. 4 is the skeleton top view;
Fig. 5 is skeleton 1-1 generalized section;
Fig. 6 is the skeleton schematic diagram;
Structural representation when Fig. 7 connects for the use precast plate;
Fig. 8 is the schematic diagram of pre-coremaking rib.
The specific embodiment
Embodiment 1: Vertical rib 2 depths of groove 90 of two-way bending skeleton 1(; width 50; middle distance 300; cross rib 3 depths of groove 20; width 20; middle distance 100) reaches the tire net (depth of groove 20 that is used for sealing surface layer 5; width 20; middle distance 100) transports to the job site rear the cutting according to wall size of factory's batch production; levels floor location is fixed at skeleton 1 two ends; tire net 12 is fixed on the skeleton 1, and pipe installation is pressed the cement sand dry mixing mixing back pkt. shipment of 1:2 match ratio and supported the job site in the groove of both direction; add water and stir evenly rear now smearing in vertical rib 2 and cross rib 3; after reaching some strength, existing float coat 4 is now smeared 15 thick kervit microbead insulated sand slurries, and surperficial Puttying gets final product.
Embodiment 2:Pre-coremaking rib (sectional dimension: thick 40, wide by 90, length is by the floor clear distance) adopt glass fiber and desulfurated plaster in the factory prefabricated job site that transports to of batch, middle distance by 600 is fixed in the levels floor, be fixed on the prefabricated vertical rib 2 with nailing, glass fiber net gypsum precast plate 13(thick 15 with the batch production batch production, wide by 600, length is by the floor clear distance) transport to and be fixed on the pre-coremaking rib with nailing after on-the-spot, with the gypsum filleting itself and vertical rib 2 and skeleton 1 are connected as a single entity, now smear cross rib 3 and existing float coat 4 gets final product with gypsum.
Claims (10)
1. now smear skeleton hollow infilled wall for one kind, comprise skeleton (1), it is characterized in that: skeleton (1) outer end, both sides is respectively existing float coat (4) and sealing surface layer (5), and it is followed successively by vertical rib (2) and cross rib (3) with showing between the float coat (4).
2. a kind of skeleton hollow infilled wall of now smearing according to claim 1, it is characterized in that: skeleton (1) is alternate sipes and narrow groove, narrow groove is vertical rib (2), and its surface is the flute profile external mold (7) of vertical rib (2), and the space of its encirclement is vertical cavity groove (8).
3. a kind of skeleton hollow infilled wall of now smearing according to claim 1, it is characterized in that: skeleton (1) is formed by stacking by the Double-level Reticulated sheet, and inboard net sheet is macropore crin net, and outside net sheet is the aperture filamentary webs, is attached to inboard net sheet surface.
4. a kind of skeleton hollow infilled wall of now smearing according to claim 1 is characterized in that: be pre-coremaking rib in the vertical rib (2).
5. a kind of skeleton hollow infilled wall of now smearing according to claim 1 is characterized in that: vertical rib (2) has at least one to run through the horizontal hole (11) of pre-coremaking rib.
6. a kind of skeleton hollow infilled wall of now smearing according to claim 1 is characterized in that: seal surface layer (5) and be connected in vertical rib (2) by precast plate (13).
7. a kind of skeleton hollow infilled wall of now smearing according to claim 1 is characterized in that: seal surface layer (5) and be connected in vertical rib (2) by tire net (12).
8. a kind of skeleton hollow infilled wall of now smearing according to claim 7, it is characterized in that: tire net (12) is alternate sipes and narrow groove, and wherein narrow groove is cross rib (3), and its outer wall is netted flute profile external mold (9).
9. a kind of skeleton hollow infilled wall of now smearing according to claim 1 is characterized in that: existing float coat (4) and seal surface layer (5) and be formed by stacking for bi-material at least.
10. a kind of skeleton hollow infilled wall of now smearing according to claim 1, it is characterized in that: sealing surface layer (5) links to each other with skeleton (1) make-up and forms enclosed cavity (10), be filled core (6) in the enclosed cavity (10), filled core (6) adopts air or heat insulating material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220391818 CN202689245U (en) | 2012-08-09 | 2012-08-09 | Currently wiped skeleton net hollow filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220391818 CN202689245U (en) | 2012-08-09 | 2012-08-09 | Currently wiped skeleton net hollow filling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689245U true CN202689245U (en) | 2013-01-23 |
Family
ID=47544882
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220391818 Expired - Fee Related CN202689245U (en) | 2012-08-09 | 2012-08-09 | Currently wiped skeleton net hollow filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202689245U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102758492A (en) * | 2012-08-09 | 2012-10-31 | 贵州皆盈科技开发有限公司 | Cast-in-place skeleton net hollow filler wall |
| CN108138483A (en) * | 2015-08-28 | 2018-06-08 | 崔源玉 | Build the anti-shock methods of slab |
-
2012
- 2012-08-09 CN CN 201220391818 patent/CN202689245U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102758492A (en) * | 2012-08-09 | 2012-10-31 | 贵州皆盈科技开发有限公司 | Cast-in-place skeleton net hollow filler wall |
| CN108138483A (en) * | 2015-08-28 | 2018-06-08 | 崔源玉 | Build the anti-shock methods of slab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20130123 Termination date: 20180809 |