CN202000518U - Interior wall of cement partition wall with hollow-core interior formwork steel plate meshes - Google Patents
Interior wall of cement partition wall with hollow-core interior formwork steel plate meshes Download PDFInfo
- Publication number
- CN202000518U CN202000518U CN2011200540995U CN201120054099U CN202000518U CN 202000518 U CN202000518 U CN 202000518U CN 2011200540995 U CN2011200540995 U CN 2011200540995U CN 201120054099 U CN201120054099 U CN 201120054099U CN 202000518 U CN202000518 U CN 202000518U
- Authority
- CN
- China
- Prior art keywords
- expanded metal
- wall
- metal lath
- length
- interior wall
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model discloses an interior wall of a cement partition wall with hollow-core interior formwork steel plate meshes. Two steel meshes that are symmetrical front and back are bound, fixed and connected into a mesh plate by a plurality of steel wires; the side length of an interface is 22mm, the side length of a convex surface is 54mm, the width of an outer slot is 77mm, the width of an inner slot is 20mm, the corner radius of a convex side is 9.5mm, the height of the convex side and the outer slot is 27.5mm, and the distance between the two midpoints of two convex sides is 131mm; the length and the width of the hollow-core interior formwork steel plate mesh are 540mm and 55mm respectively; and the length and the thickness of the interior wall of the cement partition wall with the hollow-core interior formwork steel plate meshes are 540mm and 90mm respectively. According to the design method for manufacturing and modeling, the interior wall has the characteristics of high elasticity, good stamping resistance and the like, and the weight of the mesh piece per square meter is about 2.2kg. After cement mortar is utilized for plastering to form the wall, the weight of the interior wall per square meter is about 92kg, and the surface density of the interior wall is 1/4 of that of ordinary concrete and 1/2 of that of a clay brick; and for the design scheme on the original basis, the self weight of the wall body can be reduced by 5%-10% due to the air-dried density (kg/m<2>).
Description
Technical field
The utility model relates to a kind of cement partition wall, especially a kind of hollow steel framework at center expanded metal lath cement partition wall interior wall.
Background technology
At present, according to the wire lath on the market plan board size and the installing analysis of wall base plate and existing wire lath cement partition wall interior wall within the walls, shortcoming existing in its design and installation is:
Wire lath wall base plate within the walls is which kind of material is clearly specified at the body of wall internal mold, and the net sheet that iron wire is woven into also can be described as wire lath, causes very easily for designer and user to obscure to be difficult to construction.
It is wide that the aperture of interior wall hollow does not reach best hole, can not bring into play labor and material saving, sound-insulating and heat-insulating better every best design effects such as cold, energy-conserving and environment-protective.
The length of side of convex surface is shorter, and the plane broad of groove strengthens the consumption of cement mortar and every square metre weight of body of wall.
Because groove is too wide, increase the consumption of cement mortar, cause workman's operation easier and the engineering time, this is the problem of having a headache most in the present plastering construction program.
Adopting the horizontal keel connecting elements of ST-1 up and down is the two-sided net head that entangle, and cement mortar can not directly link with beam column built from concrete and floor better, and complexity is installed, and wastes time and energy, and workman's construction intensity is bigger.
Keelson ST2 is monolateral porose, adopts flat cold-rolled sheet but not hot rolling or cold-rolled steel sheet curve, and therefore, has quality problems and the difficulty of construction is increased.
The utility model content
The purpose of this utility model provides a kind of simple in structure, convenient and practical, hollow steel framework at center expanded metal lath cement partition wall interior wall that cost is lower, meet the strict standard requirement that state architectural design detects department, safe and reliable and speed of application is quick, in building trade, have the popularity of applying.
For solving the problems of the technologies described above, the technical solution of the utility model is:
This hollow steel framework at center expanded metal lath cement partition wall interior wall comprises: expanded metal lath, skin; Expanded metal lath comprises: interface, convex surface, water jacket, inside groove, chimb; Interface is symmetrically set in the two ends of expanded metal lath, and interface is fixedlyed connected with convex surface by chimb; A plurality of convex surfaces are fixedlyed connected with a plurality of water jackets; Inside groove is located at the middle part of water jacket, and the two block plate Netcoms too much root iron wire colligation of front and back symmetry is fixedly connected into web plate; Constitute the passage of a plurality of shapes that assume diamond in shape between the two block plate nets, centre keel is located at the passage that is positioned at the web plate middle part; Centre keel is fixedlyed connected with two block plate nets of front and back symmetry by the iron wire colligation; The interface length of side is made as 22mm, and the convex surface length of side is made as 54mm, and outer groove width is made as 77mm, and interior groove width is made as 20mm, and the chimb knuckle radius is made as 9.5mm, and the height of chimb and water jacket all is made as 27.5mm, and the distance between two convex surface mid points is made as 131mm; The length and the width of hollow steel framework at center expanded metal lath web plate are made as 540mm and 55mm respectively; The length and the thickness of hollow steel framework at center expanded metal lath cement partition wall interior wall are made as 540mm and 90mm respectively.
Expanded metal lath is formed by special steel material SPCC series cold-rolled steel sheet deep draw; The specification of iron wire is 22#.
Skin is made of cement mortar.
The beneficial effects of the utility model:
This utility model is a kind of simple in structure, easy construction, safe and reliable, energy-conserving and environment-protective, the rational hollow steel framework at center expanded metal lath of cost cement partition wall interior wall.Not only meet the strict standard requirement that state architectural design detects department, and have safety, quick construction, energy-conserving and environment-protective, anti-crack and anti-vibration, fire-proof and damp-proof, sound-insulating and heat-insulating every cold etc. characteristics, in building trade, have the popularity of applying, avoid the wasting phenomenon of State owned land natural resource.
The built-in cored steel expanded metals of this product adopts the deep-draw of special steel material SPCC series cold-rolled steel sheet to be pressed into the net sheet, makes moulding according to the design's peculiar methods, has characteristics such as higher elasticity, anti-stampability, and every square metre of net sheet nearly weighs 2.2kg.After plastering into wall with cement mortar, interior wall weight is about 92 kilograms for every square metre, and surface density is general concrete 1/4,1/2 of loam brick; Data with Guangxi construction material quality monitoring testing station examining report is a foundation; Present design on former basis, gas dried noodle density kg/m
2Can reduce body of wall 5-10% from weight approximately.
The hollow characteristics of interior wall uniqueness have the function of better sound-insulating and heat-insulating, fire-proof and damp-proof, energy-conserving and environment-protective, anti-crack and anti-vibration, and as fire-retardant polyphenyl plate of interior folder or glass Sound-proof material, its wall performance can reach higher design standard requirement; The design size and the project organization of this product are more reasonable, more can reduce the deadweight of body of wall effectively, reduce the cement mortar consumption, simplify construction sequence, reduce labor strength and save cost.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is further described.
Fig. 1 is a combining structure schematic diagram of the present utility model.
Fig. 2 is the structural representation of monolithic expanded metal lath.
The specific embodiment
According to Fig. 1-shown in Figure 2, the utility model mainly comprises: the distance 16 between the height of the interface length of side 1, the convex surface length of side 2, outer groove width 3, interior groove width 4, chimb knuckle radius 5, interface 6, convex surface 7, water jacket 8, inside groove 9, chimb 10, centre keel 11, outer 12, expanded metal lath 13, passage 14, chimb 10 and water jacket 8 15, two convex surface 7 mid points.
Hollow steel framework at center expanded metal lath cement partition wall interior wall comprises: expanded metal lath 13, outer 12; Expanded metal lath 13 comprises: interface 6, convex surface 7, water jacket 8, inside groove 9, chimb 10; Interface 6 is symmetrically set in the two ends of expanded metal lath 13, and interface 6 is fixedlyed connected with convex surface 7 by chimb 10; A plurality of convex surfaces 7 are fixedlyed connected with a plurality of water jackets 8; Inside groove 9 is located at the middle part of water jacket 8, and two block plate nets 13 of front and back symmetry are fixedly connected into web plate by many iron wire colligations; Constitute the passage 14 of a plurality of shapes that assume diamond in shape between the two block plate nets 13, centre keel 11 is located at the passage 14 that is positioned at the web plate middle part; Centre keel 11 is fixedlyed connected with two block plate nets 13 of front and back symmetry by the iron wire colligation; The interface length of side 1 is made as 22mm, and the convex surface length of side 2 is made as 54mm, and outer groove width 3 is made as 77mm, interior groove width 4 is made as 20mm, chimb knuckle radius 5 is made as 9.5mm, and the height 15 of chimb 10 and water jacket 8 all is made as 27.5mm, and the distance 16 between two convex surface 7 mid points is made as 131mm; The length and the width of hollow steel framework at center expanded metal lath web plate are made as 540mm and 55mm respectively; The length and the thickness of hollow steel framework at center expanded metal lath cement partition wall interior wall are made as 540mm and 90mm respectively.
Expanded metal lath 13 is formed by special steel material SPCC series cold-rolled steel sheet deep draw; The specification of iron wire is 22#.
Outer 12 are made of cement mortar.
Operating principle:
Curtain wall structure adopts the porose universal steel angle in 30 * 30mm both sides, fixedlys connected with beam column built from concrete as keelson up and down.
Two net sheets are reached the assembly unit of inside groove symmetry up and down, press the colligation of 200-300mm spacing with the 22# galvanized wire and link, assembly unit is shaped to four prismatic shape passage web plates.
Inserting the colligation of an equal length centre keel in the middle of every block of web plate in the prismatic passage fixes.
Doorframe window opening mouth vertical position is with strengthening the keel reinforcement; The outside reinforces with porose universal steel angle two sides, 30 * 30mm both sides and forms steel beam structure in the door beam window beam; Door beam window beam upper height needs therebetween the position to link fixingly with angle steel up and down with suspension rod when meeting or exceeding 1 meter, and press 200-300mm spacing and web plate colligation binding with the 22# galvanized wire.
With the assembly unit of adjacent two blocks of web plates 22# galvanized wire colligation, spacing is 200-300mm;
The installation of web plate wall and hydroelectric line is installed after, the program of plastering of cement mortar divides three steps to carry out: 1. fill out groove and 2. feel secure and 3. wipe one's face.
The internal mold web plate length of the wire lath wall base plate that has on the market is 540mm, wherein: the interface length of side is 24.7mm, the convex surface length of side is 46mm, outer groove width is 84mm, interior groove width is 25.5mm, and compactedness is not too reasonable on himself structure, and its elasticity and crushing resistance can not reach best effects naturally, simultaneously, workman's construction intensity and bigger cement mortar consumption have been increased the weight of.
The length of this product is 540mm, wherein: the interface length of side is 22mm, the convex surface length of side is 54mm, outer groove width is 77mm, interior groove width is 20mm, the chimb corner adopts the increase of R9.5 corner its elasticity and crushing resistance, has tightened up the intermediate distance of steel net plate hollow position, widens the hollow space of the steel net plate that extended; More can labor and material saving, reduce the cement mortar consumption and reduce cost, it is more reasonable to design.
Every detection index of hollow steel framework at center expanded metal lath cement partition wall not only complies with the national standard requirements, and body of wall has splendid impact resistance power and anti-crack and anti-vibration performance, has improved the overall security of building widely, and users are referred to as seismic structural wall, earthquake resistant wall to it; This technical products " quick construction plasticity is strong, light weight, energy-conserving and environment-protective, fire-proof and damp-proof, sound-insulating and heat-insulating good " every cold, anti-crack and anti-vibration, overall performance; At present, it is one of building material of tool potentiality in the lightweight compartment materials for wall in the world, be the preferable light building material new product of safety and environmental protection in the high-storey building frame structure partition wall building material product, therefore, from theory and technology, all reach its best designing requirement and construction safety effect.
Claims (3)
1. a hollow steel framework at center expanded metal lath cement partition wall interior wall comprises: expanded metal lath (13), outer (12); Expanded metal lath (13) comprising: interface (6), convex surface (7), water jacket (8), inside groove (9), chimb (10); Interface (6) is symmetrically set in the two ends of expanded metal lath (13), and interface (6) is fixedlyed connected with convex surface (7) by chimb (10); A plurality of convex surfaces (7) are fixedlyed connected with a plurality of water jackets (8); Inside groove (9) is located at the middle part of water jacket (8), it is characterized in that: two block plate nets (13) of front and back symmetry are fixedly connected into web plate by many iron wire colligations; Constitute the passage (14) of a plurality of shapes that assume diamond in shape between the two block plate nets (13), centre keel (11) is located at the passage (14) that is positioned at the web plate middle part; Centre keel (11) is fixedlyed connected with two block plate nets (13) of front and back symmetry by the iron wire colligation; The interface length of side (1) is made as 22mm, the convex surface length of side (2) is made as 54mm, outer groove width (3) is made as 77mm, interior groove width (4) is made as 20mm, chimb knuckle radius (5) is made as 9.5mm, the height (15) of chimb (10) and water jacket (8) all is made as 27.5mm, and the distance (16) between two convex surfaces (7) mid point is made as 131mm; The length and the width of hollow steel framework at center expanded metal lath web plate are made as 540mm and 55mm respectively; The length and the thickness of hollow steel framework at center expanded metal lath cement partition wall interior wall are made as 540mm and 90mm respectively.
2. hollow steel framework at center expanded metal lath cement partition wall interior wall according to claim 1 is characterized in that: described expanded metal lath (13) is formed by special steel material SPCC series cold-rolled steel sheet deep draw; The specification of iron wire is 22#.
3. hollow steel framework at center expanded metal lath cement partition wall interior wall according to claim 1, it is characterized in that: described skin (12) is made of cement mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200540995U CN202000518U (en) | 2011-03-03 | 2011-03-03 | Interior wall of cement partition wall with hollow-core interior formwork steel plate meshes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200540995U CN202000518U (en) | 2011-03-03 | 2011-03-03 | Interior wall of cement partition wall with hollow-core interior formwork steel plate meshes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202000518U true CN202000518U (en) | 2011-10-05 |
Family
ID=44703263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200540995U Expired - Fee Related CN202000518U (en) | 2011-03-03 | 2011-03-03 | Interior wall of cement partition wall with hollow-core interior formwork steel plate meshes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202000518U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102653962A (en) * | 2012-01-16 | 2012-09-05 | 韦作友 | Hollow internal-model steel plate mesh cement anti-seismic splitting wall for heat-insulating wall |
| CN102733510A (en) * | 2012-07-13 | 2012-10-17 | 韦作友 | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall |
| CN102733508A (en) * | 2012-07-13 | 2012-10-17 | 韦作友 | Internal parting wall for hollow internal template steel screen type cement anti-seismic thermal insulation wall |
| CN103541515A (en) * | 2012-07-10 | 2014-01-29 | 重庆前鼎金属材料有限公司 | Clamping spring for screen plates and method for connecting screen plates |
| CN108915129A (en) * | 2018-08-20 | 2018-11-30 | 中国二十二冶集团有限公司 | Net iron hollow steel framework at center partition wall |
| CN111530922A (en) * | 2020-04-09 | 2020-08-14 | 鞍钢建设集团有限公司 | Metal truss for wall assembly plate |
| CN113123487A (en) * | 2021-05-21 | 2021-07-16 | 江苏广兴集团有限公司 | Construction method of internal mold supporting heat-insulation sound-insulation wall |
-
2011
- 2011-03-03 CN CN2011200540995U patent/CN202000518U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102653962A (en) * | 2012-01-16 | 2012-09-05 | 韦作友 | Hollow internal-model steel plate mesh cement anti-seismic splitting wall for heat-insulating wall |
| CN103541515A (en) * | 2012-07-10 | 2014-01-29 | 重庆前鼎金属材料有限公司 | Clamping spring for screen plates and method for connecting screen plates |
| CN103541515B (en) * | 2012-07-10 | 2016-12-21 | 重庆前鼎金属材料有限公司 | A kind of method utilizing jump ring to connect web plate |
| CN102733510A (en) * | 2012-07-13 | 2012-10-17 | 韦作友 | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall |
| CN102733508A (en) * | 2012-07-13 | 2012-10-17 | 韦作友 | Internal parting wall for hollow internal template steel screen type cement anti-seismic thermal insulation wall |
| CN108915129A (en) * | 2018-08-20 | 2018-11-30 | 中国二十二冶集团有限公司 | Net iron hollow steel framework at center partition wall |
| CN111530922A (en) * | 2020-04-09 | 2020-08-14 | 鞍钢建设集团有限公司 | Metal truss for wall assembly plate |
| CN113123487A (en) * | 2021-05-21 | 2021-07-16 | 江苏广兴集团有限公司 | Construction method of internal mold supporting heat-insulation sound-insulation wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202000518U (en) | Interior wall of cement partition wall with hollow-core interior formwork steel plate meshes | |
| CN102535685A (en) | External wall of hollow internal model steel plate net cement seismic resistance and heat preservation wall | |
| CN103266686B (en) | Inflatable skeleton filling wall | |
| CN202000519U (en) | Hollow internal mold steel screen cement partition outer wall | |
| CN202644826U (en) | Hollow internal model steel screen and cement anti-seismic interior wall of insulation wall | |
| CN202152508U (en) | Light composite wallboard | |
| CN202850262U (en) | Hollow internal mold steel mesh cement anti-seismic thermal insulating wall outer wall | |
| CN202450659U (en) | Cement anti-seismic thermal insulation separating wall with hollow internal mold steel plate meshes | |
| CN101260739A (en) | Expansion-proof component for building cast-in-situ light weight composite wall | |
| CN107965088A (en) | A kind of novel wall structure | |
| CN207499238U (en) | A kind of novel wall structure | |
| CN201050192Y (en) | Expansion-proof assembly for building cast-in-situ lightweight composite wall | |
| CN202689245U (en) | Currently wiped skeleton net hollow filling wall | |
| CN102653962A (en) | Hollow internal-model steel plate mesh cement anti-seismic splitting wall for heat-insulating wall | |
| CN201778433U (en) | Integrated external wall panel of heat insulation wall | |
| CN203270854U (en) | Inflatable skeleton filler wall sprayed and plastered on spot | |
| CN102733508A (en) | Internal parting wall for hollow internal template steel screen type cement anti-seismic thermal insulation wall | |
| CN102182262A (en) | Armored foamed concrete thermal insulation wall | |
| CN206616738U (en) | Steel-frame structure inlays the light polymer composite wall of light gauge cold-formed steel shape | |
| CN102733510A (en) | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall | |
| CN202644782U (en) | Internal parting wall of cement quake-proof heat preservation wall for hollow inner mould steel plate net | |
| CN205134636U (en) | Novel fire prevention heat insulation structure | |
| CN205024943U (en) | A structural slab for housing construction construction | |
| CN203531215U (en) | Self-heat-preservation building block of net rack | |
| CN202731015U (en) | Door or window frame reinforcing structure for cast-in-place foam concrete wall |
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: 20111005 Termination date: 20170303 |