CN103266687A - Grid framework filler wall - Google Patents
Grid framework filler wall Download PDFInfo
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- CN103266687A CN103266687A CN2013102254811A CN201310225481A CN103266687A CN 103266687 A CN103266687 A CN 103266687A CN 2013102254811 A CN2013102254811 A CN 2013102254811A CN 201310225481 A CN201310225481 A CN 201310225481A CN 103266687 A CN103266687 A CN 103266687A
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Abstract
The invention provides a grid framework filler wall which comprises a grid framework (1); the upper end and the lower end of the grid framework (1) are respectively connected with a beam or a floor slab; the mesh surface of the grid framework (1) is made of rapidly-solidified material; the two sides of the grid framework (1) are respectively an inner side surface (2-1) and an outer side surface (2-2); and the grid framework (1) is also provided with a stand column (3). The grid framework filler wall is constructed in a plastering or spraying way on site; the comprehensive economic indicators and the construction period of the grid framework filler wall are superior to those of the existing aerated concrete block filler wall and hollow inner mould metal mesh cement internal parting wall; and the grid framework filler wall has the advantages of high industrial production degree and simple field construction technology, thus making up the defects in the prior art.
Description
Technical field
The present invention relates to a kind of building infilled wall, particularly relate to a kind of grid frame infilled wall.
Background technology
The building infilled wall is the enclosed structure of building, measure performances such as big and wide, its sound insulation, heat insulation, intensity, fire prevention, protection against the tide, waterproof, directly influences functional performance and the security performance of building.Along with progress and the environmental protection requirement in epoch, 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, its globality difference is unfavorable for structural seismic, and the construction technology complexity of hollow steel framework at center cement metal mesh interior partition wall makes the duration longer.In addition, comprehensive utilizations such as industrial waste ardealite, desulfurated plaster, fluorgypsum, building waste are conducive to protect environment, turn waste into wealth, sustainable development.Therefore, research and develop a kind of duration short, cost is low, performance is excellent, be conducive to protect the novel infilled wall of environment, sustainable development to have great importance.
Summary of the invention
The technical problem that the present invention solves is: a kind of grid frame infilled wall 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, and are conducive to protect environment and sustainable development.
Technical scheme of the present invention is: a kind of grid frame infilled wall, comprise grid frame, and the grid frame upper and lower end is connected with beam or floor respectively, makes grid frame produce tension force, thereby has the ability of certain carrying vertical load.The grid frame upper and lower end is connected with beam or floor respectively and refers to: the upper end connects the beam of this layer, and the lower end connects the floor of this layer; Perhaps the upper end connects the floor of upper floor, and the lower end connects the beam of lower floor; Perhaps the upper end connects the beam of this layer, and the lower end connects the beam of lower floor; Perhaps connection upper strata in upper end gets floor, and the lower end connects this floor plate.The twine surface of grid frame is quick solidifying material, and the grid frame two sides are respectively inboard surface layer and outer lateral layers.Here inboard surface layer and outer lateral layers are for convenience of description, and inboard wherein and the outside are comparatively speaking, all are surface layer in essence, and opposite side is outer lateral layers when the surface layer of specifying a side is inboard surface layer.The existing spray in the twine of grid frame surface or now smear one deck quick solidifying material makes grid frame have certain rigidity and anti-bending bearing capacity, is conducive to the spray of inboard surface layer and outer lateral layers or smears.
Grid frame adopts mesh sheets or coiled materials such as glass fiber net, plastic wire or wire lath, and batch production is produced in batches, can improve work efficiency, reduce cost.
On the described grid frame column is arranged.On grid frame, every a determining deviation column is set, forms grid frame with ribbing, can make grid frame have certain vertical bending rigidity and anti-bending bearing capacity.
Described column is prefabricated rib or existing spray, now smears quick solidifying material.When column was prefabricated rib, a series of prefabricated ribs adhered to and are fixed on the grid frame every a determining deviation.Prefabricated rib adopts batch production to produce in batches, can improve work efficiency, reduce cost.When column for existing spray, when now smearing quick solidifying material, on the face of grid frame every a determining deviation along vertically in opposite directions the quick solidifying material of spray (or smearing) certain width and thickness being formed column.
Quick solidifying material is gypsum, be the gypsum mortar, accelerated cement of cementitious material with the gypsum, be cement mortar, magnesium chloride, magnesia or the epoxy resin of cementitious material with the accelerated cement.These quick solidifying materials are conducive to improve construction efficiency, and wherein partly going back material belongs to the recycling material of environmental protection.
One side of column also is connected with the tire net, and the tire net links to each other with inboard surface layer, forms vertical tubular cavity between grid frame, inboard surface layer and the column.The tire net is glass fiber net, plastic wire or wire lath.Bending rigidity and intensity outside the plane that the vertical tubular cavity that forms is conducive to save material, improve infilled wall are conducive to improve the sound insulation of infilled wall, heat insulation and energy-efficient performance simultaneously, in addition, also help the water power poling.
Inboard surface layer is different with the material that outer lateral layers adopts.Surface layer adopts different materials to be conducive to take full advantage of the performance of different materials, thereby improves performance and the cost performance of body of wall.For example the outer lateral layers of outdoor wall adopts cement mortar can satisfy demand of anti-crack, the exterior decoration of exterior wall adverse circumstances and hangs requirement of strength, exterior wall to the surface and exposes the waterproof requirement of body of wall etc., and inboard surface layer adopts gypsum material, the prize of insulation sand etc. can satisfy energy-conservation requirement, fire protection requirement, sound-insulating and heat-insulating and the comfort level requirement etc. of body of wall.Different materials can also satisfy the requirement of different functions of use, waterproof is arranged and hang requirement as kitchen, the inboard surface layer in washroom, can adopt the waterproofing mortar surface layer, and outer lateral layers can adopt the gypsum surface layer to be conducive to improve construction efficiency, energy-saving effect and functional performance.
Inboard surface layer and outer lateral layers are formed by stacking by different materials, now smear or existing spray plane layer when adopting 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, thus improve the cost performance of body of wall.Adopt low cost or energy-saving material such as surface layer inside, be conducive to improve construction efficiency, energy-saving effect and functional performance, external surface adopts high-strength material, is conducive to satisfy the finishing durability and hang requirement.
In the vertical tubular cavity heat insulating material is arranged, can improve energy-efficient performance.When filling air in the cavity, can satisfy the instructions for use of general internal partition wall, it is low from heavy and light, cost.If adopt 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.
Described grid frame infilled wall adopts existing spray or existing float coat in the grid frame two sides, and column adopts two in the face of spray (or smearing).This grid frame in softness adopts two constructions in the face of spray (or smearing), can overcome the difficult problem of grid frame softness.
Compared with prior art, grid frame adopts batch production production, can reduce cost.Adopt quick solidifying material (as: gypsum, be the gypsum mortar of cementitious material with the gypsum, accelerated cement, be the cement mortar of cementitious material with the accelerated cement, magnesium chloride, magnesia or epoxy resin etc.) layering is to spray or smear and solidify rapidly in the grid frame surface and make grid frame have certain intensity, can improve bending rigidity outside its plane greatly, the grid frame two ends are fixed in and are made its location on floor or the beam and have certain anti-stretch-draw bearing capacity, adopt cementitious material such as gypsum or cement mortar now to smear or now be sprayed on two sides of grid frame in opposite directions, solidify the surface layer that the back forms integral-filled wall, the complete batch production production of grid frame, thereby improved production efficiency greatly, saved labour cost.Now smear or existing spray plane layer is convenient to the pre-buried of pipeline, also saved the levelling of traditional block surfaces simultaneously and plaster, thereby alleviated deadweight, reduced cost.
Batch production production degree height of the present invention, draw materials flexibly, site construction technology is simple, once become wall quick, it is lighter to conduct oneself with dignity, and adopts and now smears or the existing construction technology work efficiency height that sprays, reduce labour cost greatly, saved secondary and plastered, can reduce cost, alleviate deadweight, improve usable floor area, comprehensive cost reduces greatly.In addition, the existence of grid frame and now smear or the employing of existing spray plane layer process has not only significantly improved body of wall and is connected with the reliable of agent structure in the body of wall, and improved the globality of body of wall self greatly, thereby improved the anti-seismic performance of body of wall greatly, can be as traditional masonry when earthquake do not caused secondary injury to the people because of falling apart of self.
Description of drawings
Fig. 1 and Fig. 2 are elevational schematic view of the present invention;
Fig. 3 is Fig. 1 schematic cross section;
Fig. 4 is Fig. 2 schematic cross section;
Fig. 5 is the schematic cross section that has the grid frame infilled wall of tire net;
Fig. 6 has the schematic cross section that is filled with the grid frame infilled wall of heat insulating material in tire net and the vertical tubular cavity.
The specific embodiment
Shown in Fig. 1,3, grid frame 1 adopts glass fiber net coiled material (vertical extension 2900mm, mesh diameter 3mm), transports the job site after plant produced to, adopt metal bead and expansion bolt that grid frame 1 upper and lower end is fixed on floor 6 and the beam 7, and in filled wall in the axial plane.Adopt two pulp shooting machines that ardealite slurry (be the gypsum mortar of cementitious material with the ardealite) is wrapped in the surface to being sprayed on glass fiber net twine surface and rapid hardening in opposite directions, so the inboard surface layer 2-1 of the thick conduct of 20mm and outer lateral layers 2-2 are respectively sprayed in latter two side.Ardealite slurry solidifies and is attached on the grid frame 1 and has certain intensity and supporting capacity after 6 minutes, then, adopts pulp shooting machine that the ardealite slurry is sprayed on the surface and makes gross thickness reach that 90mm is floating to get final product.This example is the 90mm blank wall, can be used for general internal partition wall.
Embodiment 2
Shown in Fig. 1,3, grid frame 1 adopts wire lath coiled material (vertical extension 2900mm, mesh diameter 3mm), transports the job site after plant produced to, adopt metal bead and expansion bolt that grid frame 1 upper and lower end is fixed on floor 6 and the beam 7, and in filled wall in the axial plane.Adopt two pulp shooting machines that ardealite slurry (be the gypsum mortar of cementitious material with the ardealite) is wrapped in the surface to being sprayed on wire lath twine surface and rapid hardening in opposite directions, adopt two pulp shooting machines that desulfurated plaster slurry (be the gypsum mortar of cementitious material with the desulfurated plaster) is thick in inboard surface layer 2-1 and outer lateral layers 2-2 to being sprayed on two each 20mm of side of wire lath in opposite directions then.Desulfurated plaster slurry solidifies and is attached on the grid frame 1 and has certain intensity and supporting capacity after 5 minutes, then, adopts pulp shooting machine that cement mortar is sprayed on inner surface 30mm thickness, calcium plaster and is sprayed on that external surface 20mm is floating to get final product.This example is 90mm composite material blank wall (being that surface layer is formed by stacking by different materials), can be used for kitchen, washroom partition wall.
As Fig. 2, shown in 4, grid frame 1 adopts glass fiber net coiled material (vertical extension 2900mm, mesh diameter 3mm), after plant produced, transport the job site to, adopt metal bead and expansion bolt with on the grid frame 1, the lower end is fixed on floor 6 and the beam 7, and in filled wall in the axial plane, along laterally adopting two pulp shooting machines that the ardealite slurry is thick to being sprayed on two each 20mm of surface of glass fiber net in opposite directions every the 900mm spacing, 200mm is wide, ardealite slurry solidifies and is attached on the grid frame 1 after 6 minutes, formation has the column 3 of certain intensity and supporting capacity, then, adopting pulp shooting machine that the ardealite slurry is sprayed on grid frame 1 and column 3 surfaces makes gross thickness reach that 90mm is floating to get final product.This example is the 90mm blank wall, can be used for general internal partition wall.
Embodiment 4
As Fig. 2, shown in 4, grid frame 1 adopts glass fiber net coiled material (vertical extension 2900mm, mesh diameter 3mm), prefabricated rib is that 20mm is thick, 200mm is wide, the prefabricated rib of the long Paper-faced gyp of 2900mm, the two transports the job site to after plant produced, adopt metal bead and expansion bolt with on the glass fiber net coiled material, the lower end is fixed on floor 6 and the beam 7, and in filled wall in the axial plane, be fixed in grid frame 1 surperficial both sides along laterally every the 900mm spacing a pair of prefabricated rib being adhered to, formation has the column 3 of certain intensity and supporting capacity, then, the ardealite slurry is sprayed on grid frame 1 with the employing pulp shooting machine and column 3 surfaces make gross thickness reach 90mm formation surface layer, floating getting final product.This example is the 90mm blank wall, can be used for general internal partition wall.
As Fig. 2, shown in 5, grid frame 1 and tire net 4 adopt glass fiber net coiled material (vertical extension 2900mm, mesh diameter 3mm) after plant produced, transports the job site to, adopt metal bead and expansion bolt with on the grid frame 1, the lower end is fixed on floor 6 and the beam 7, and in filled wall in the axial plane, along laterally adopting two pulp shooting machines that the ardealite slurry is thick to being sprayed on two each 20mm of surface of glass fiber net in opposite directions every the 900mm spacing, 200mm is wide, ardealite slurry solidifies and is attached on the grid frame 1 after 6 minutes, formation has the column 3 of certain intensity and supporting capacity, then, adopt a side that pulp shooting machine is sprayed on grid frame 1 with the ardealite slurry as outer lateral layers 2-2, make its thickness reach 120mm.Tire net 4 is fixed on the opposite side of column 3, with pulp shooting machine ardealite slurry is sprayed on again that tire net 4 surperficial 30mm are thick floatingly can to form inboard surface layer 2-1, the vertical tubular cavity 5 of formation between grid frame 1, inboard surface layer 2-1 and the column 3.This example is the 200mm hollow wall, can be used for generally branch family partition wall.
Shown in Fig. 2,6, preceding with embodiment 5, but in vertical tubular cavity 5, fill expanded perlite prefabricated thermal insulation sheet material as heat insulating material 8.
Shown in Fig. 1,3, preceding with embodiment 1, but outer lateral layers 2-2 adopts cement mortar, and inboard surface layer 2-1 adopts the ardealite slurry.
Claims (9)
1. grid frame infilled wall, comprise grid frame (1), it is characterized in that: grid frame (1) upper and lower end is connected with beam or floor respectively, the twine surface of grid frame (1) is quick solidifying material, and grid frame (1) two sides are respectively inboard surface layer (2-1) and outer lateral layers (2-2).
2. a kind of grid frame infilled wall according to claim 1, it is characterized in that: grid frame (1) is glass fiber net, plastic wire or wire lath.
3. a kind of grid frame infilled wall according to claim 1 is characterized in that: quick solidifying material is gypsum, be the gypsum mortar, accelerated cement of cementitious material with the gypsum, be cement mortar, magnesium chloride, magnesia or the epoxy resin of cementitious material with the accelerated cement.
4. a kind of grid frame infilled wall according to claim 1 is characterized in that: column (3) is arranged on the grid frame (1).
5. a kind of grid frame infilled wall according to claim 4 is characterized in that: column (3) is for prefabricated rib or existing spray, now smear quick solidifying material.
6. a kind of grid frame infilled wall according to claim 5, it is characterized in that: a side of column (3) also is connected with tire net (4), tire net (4) links to each other with inboard surface layer (2-1), forms vertical tubular cavity (5) between grid frame (1), inboard surface layer (2-1) and the column (3).
7. a kind of grid frame infilled wall according to claim 6 is characterized in that: in the vertical tubular cavity (5) heat insulating material (8) is arranged.
8. a kind of grid frame infilled wall according to claim 1 is characterized in that: inboard surface layer (2-1) and outer lateral layers (2-2) employing different materials.
9. a kind of grid frame infilled wall according to claim 1, it is characterized in that: inboard surface layer (2-1) and outer lateral layers (2-2) are formed by stacking by different materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310225481.1A CN103266687B (en) | 2013-06-07 | 2013-06-07 | Grid framework filler wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310225481.1A CN103266687B (en) | 2013-06-07 | 2013-06-07 | Grid framework filler wall |
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| CN103266687A true CN103266687A (en) | 2013-08-28 |
| CN103266687B CN103266687B (en) | 2015-05-20 |
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| CN201310225481.1A Active CN103266687B (en) | 2013-06-07 | 2013-06-07 | Grid framework filler wall |
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| CN2515314Y (en) * | 2001-10-19 | 2002-10-09 | 郭清谅 | Structure of partition wall |
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| CN101974956A (en) * | 2010-09-30 | 2011-02-16 | 筑巢（北京）科技有限公司 | Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof |
| CN102182260A (en) * | 2011-03-29 | 2011-09-14 | 洛阳师范学院 | Composite armored thermal insulation wall of foamed concrete and construction method thereof |
| CN102304952A (en) * | 2011-07-07 | 2012-01-04 | 孙广亮 | Inner partition board formed by cast-in-situ and manufacture method thereof |
| 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 |
| CN102776965A (en) * | 2012-08-21 | 2012-11-14 | 贵州皆盈科技开发有限公司 | Prefabricated framework infilled wall |
| CN203270853U (en) * | 2013-06-07 | 2013-11-06 | 贵州皆盈科技开发有限公司 | Grid skeleton filler wall sprayed and plastered on spot |
-
2013
- 2013-06-07 CN CN201310225481.1A patent/CN103266687B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06299718A (en) * | 1993-04-12 | 1994-10-25 | Taisei Corp | Construction of wall, floor in atomic power plant and wall slab thereof |
| CN2515314Y (en) * | 2001-10-19 | 2002-10-09 | 郭清谅 | Structure of partition wall |
| CN101761154A (en) * | 2009-12-30 | 2010-06-30 | 北京工业大学 | Shear wall with inbuilt continuous-row steel tube concrete core column and soft steel energy consumption bond and manufacturing method thereof |
| CN101974956A (en) * | 2010-09-30 | 2011-02-16 | 筑巢（北京）科技有限公司 | Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof |
| CN102182260A (en) * | 2011-03-29 | 2011-09-14 | 洛阳师范学院 | Composite armored thermal insulation wall of foamed concrete and construction method thereof |
| CN102304952A (en) * | 2011-07-07 | 2012-01-04 | 孙广亮 | Inner partition board formed by cast-in-situ and manufacture method thereof |
| 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 |
| CN102776965A (en) * | 2012-08-21 | 2012-11-14 | 贵州皆盈科技开发有限公司 | Prefabricated framework infilled wall |
| CN203270853U (en) * | 2013-06-07 | 2013-11-06 | 贵州皆盈科技开发有限公司 | Grid skeleton filler wall sprayed and plastered on spot |
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| Publication number | Publication date |
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| CN103266687B (en) | 2015-05-20 |
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Effective date of registration: 20201228 Address after: 224006 No. 137, Renmin Middle Road, DAZONGHU Town, Yandu District, Yancheng City, Jiangsu Province (m) Patentee after: Yancheng Shuangxin Construction Investment Co.,Ltd. Address before: 550023 No.1, south section of Jinyang North Road, guanshanhu District, Guiyang City, Guizhou Province Patentee before: GUIZHOU JIEYING TECHNOLOGY DEVELOPMENT Co.,Ltd. |