CN102733510A - Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall - Google Patents
Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall Download PDFInfo
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- CN102733510A CN102733510A CN2012102439495A CN201210243949A CN102733510A CN 102733510 A CN102733510 A CN 102733510A CN 2012102439495 A CN2012102439495 A CN 2012102439495A CN 201210243949 A CN201210243949 A CN 201210243949A CN 102733510 A CN102733510 A CN 102733510A
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- expanded metal
- metal lath
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
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Abstract
The invention discloses a hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall. Connectors are symmetrically arranged on both ends of an expanded metal lath and fixedly connected with convex surfaces by a convex edge; a plurality of convex surfaces are fixedly connected with a plurality of exterior slots; a plurality of interior slots are arranged on the middle part of the exterior slots; two back-and-forth symmetrical expanded metal lathes are lashed, fixed and connected into an expanded metal lath by a plurality of zinc plated iron lines; a prismoid shaped channel with a plurality of diamond shaped sections is formed between two steel frameworks; flame retardant glass cotton is arranged in the channel; a vertical keel square steel tube is arranged on the exterior slots on the middle part of the expanded metal lath close to the outer side of the interior slots; and the vertical keel square steel tube is lashed and fixedly connected with the two back-and-forth symmetrical expanded metal lathes by the zinc plated iron lines. The interior wall has the advantages of simple structure, convenience for construction, high safety and reliability, and reasonable manufacturing cost. The strict standards of national architectural design and inspection department are satisfied, the interior wall has the characteristics of fast construction, energy saving, environmental protection, crack prevention, seismic resistance, fire proofing, moisture proofing, sound insulation, heat insulation and cold insulation; the wall performance reaches the highest architectural design standard requirement and has wide promotion and application properties in the building industry.
Description
Technical field
The present invention relates to a kind of haydite pulverized fuel ash cement mortar anti-seismic heat-preservation wall, especially a kind of hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation is wall within the walls.
Background technology
Interrelated data shows that the building energy consumption of China has accounted for 1/4 of GDP total energy consumption at present, is 2-3 times of developed country.Therefore; During " 12 "; Sustained and rapid development along with Chinese national economy; The problems such as utilization of building energy consumption, land resources, cultivated area have caused the unprecedented great attention of government department; Country has become the fundamental state policy and the compulsive measures of China to the developing goal of the economy type harmonious society that sets up low-carbon (LC) safety, energy-conserving and environment-protective, and is in all parts of the country to greatly developing the energy saving and environment friendly new wall materials of high-tech, eliminates the conventional clay brick wall, practices thrift cultivated area and do a lot of work.The heat-insulation system of body of wall is an important ring of building energy conservation always; But; Because the development of China's construction material is also not overripened, can't satisfy the demand of green energy conservation building and social sustainable development, wall thermal insulating has also experienced the evolution of exterior wall internal insulation, external wall outer insulation.The heat insulating material of insulation in the present building that generally adopts, outer heat preservation system is prone to wear out, fitting-up is difficult; Problems such as quality of materials difference intensity is low, the life-span is short, shrinkage factor is big, the empty thigh of body of wall, cracking, infiltration and water power configuration difficulty also do not obtain solution fundamentally; Bring huge hidden danger for body of wall safety, maintenance maintenance work, containing the huge cost input of secondary maintenance fund.Therefore, the energy saving and environment friendly new wall materials of the high-tech with wide popularization and application property that research and development technology content is higher is extremely urgent and imperative with advanced walling new technology new method.
To the actual conditions of China building materials market and the demand of builing industry; I have carried out investigating in earnest and studying; And the summary of experience through a plurality of object of construction production construction cases; And the relevant technologies expert of architectural design department see the view and requirement, on the basis of [201120054099.5] practical patent that I applied on March 3rd, 2011, carried out bold reform and innovation, design patent of the present invention.Which is characterized by the length of a single block of stencils, stencil manufacturing processes and installation process has been restructured, the purpose is to maximize the aptitude applied to improve the installation and construction process and plastering process efficiency, save material, reduce costs and reduce labor intensity, and enhance the stability of steel mesh wall mount and wall crack seismic performance.
Summary of the invention
The present invention provides a kind of simple in structure, convenient and practical, the rational hollow steel framework at center expanded metal lath of cost cost cement anti-seismic heat-preservation wall within the walls; Meet state architectural design and the department of detection strict design standard-required; Energy-conserving and environment-protective, safe and reliable and quick construction have the powerful popularity of applying in building trade.
Technical scheme of the present invention is:
This hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation is wall within the walls, comprising: expanded metal lath, fireproof glass cotton, outer; 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 fixedly connected with convex surface through chimb; A plurality of convex surfaces are fixedly 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 galvanized iron wire colligation of front and back symmetry is fixedly connected into steel net plate; Constitute the assume diamond in shape prism passage of shape of a plurality of sections between the two block plate nets, be provided with the fireproof glass cotton in the passage; The setting of centre keel square steel pipe is positioned at the outside of the water jacket at web plate middle part near inside groove; The centre keel square steel pipe links fixing through two block plate net colligations of galvanized iron wire and front and back symmetry; The interface length of side is made as 25mm, and the convex surface length of side is made as 82mm, and outer groove width is made as 48mm, and interior groove width is made as 25mm, and the angle 5 between convex surface and the chimb is made as 115 degree; The height of chimb and water jacket is made as 27mm; Distance between two convex surface mid points is made as 129mm; Glass wool is a GB A level flame retardant type; The wide 104mm that is made as of inner tank mouths; The angle of two chimbs is made as 50 degree; The length and the width of hollow steel framework at center expanded metal lath web plate are made as 802mm and 54mm respectively; The hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation length and the thickness of wall within the walls is made as 802mm and 90mm respectively.
Expanded metal lath is formed by special steel material SPCC series cold-rolled steel sheet deep draw; The specification of galvanized iron wire is 22#.
Skin is made up of haydite pulverized fuel ash cement mortar.
Beneficial effect of the present invention:
This patent of invention is a kind of simple in structure, easy construction, safe and reliable, the rational hollow steel framework at center expanded metal lath of a cost cement anti-seismic heat-preservation wall within the walls.Meet the strict standard requirement of the state architectural design and the department of detection; Have quick construction, energy-conserving and environment-protective, anti-crack and anti-vibration, fire-proof and damp-proof, sound-insulating and heat-insulating at a distance from characteristics such as cold; Its wall performance can reach the highest architectural design standard requirement, in building trade, has application widely.
The built-in hollow steel framework at center expanded metal lath of product of the present invention adopts the deep-draw of special steel material SPCC series cold-rolled steel sheet to be pressed into the net sheet; After comparing on the basis of existing sheet material specification condition; The web plate material obtains size adjusting to greatest extent and reaches best standard and structural requirement, through advanced person's method for designing and processing technology deep draw manufacturing moulding.The separated cold characteristic of fire-proof and damp-proof, sound-insulating and heat-insulating that unique hollow characteristics and glass wool are superior; And the characteristic of the high resiliency that wall body structure possessed, anti-resistance to compression, impact resistance power; Improve the cracking resistance anti-seismic performance of this product widely, embodied safety rationally compact on himself overall structure.Because the plastering engineering of metope body has adopted haydite pulverized fuel ash cement mortar to mix and has used; Wall weight is lighter than general concrete, loam brick brick wall; The constructing operation program is more simple and efficient, reduces and alleviated construction working strength of workers and economical with materials cost largely.From now on, it will be one of building materials the most competitive in the Building Trade in China lightweight compartment materials for wall surely, be energy-saving safe indispensable in high-storey building frame structure, the steel frame construction partition wall building material product, the building materials new product of low-carbon environment-friendly.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is further described.
Fig. 1 is a combination cross-sectional view of the present invention.
Fig. 2 is the structural representation of monolithic expanded metal lath.
Fig. 3 is steel net plate, the perspective view when the right glass wool of resistance combines.
The specific embodiment:
According to Fig. 1-shown in Figure 3; The present invention mainly comprises: the angle 5 of the interface length of side 1, the convex surface length of side 2, outer groove width 3, interior groove width 4, convex surface 7 and chimb 10, distance 16, the fireproof glass between the height 15 of interface 6, convex surface 7, water jacket 8, inside groove 9, chimb 10, centre keel square steel pipe 11, outer 12, expanded metal lath 13, passage 14, chimb 10 and water jacket 8, two convex surface 7 mid points is cotton 17, the angle 19 of wide 18, two chimbs 10 of inner tank mouths.
Hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation is wall within the walls, comprising: expanded metal lath 13, fireproof glass cotton 17, 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 fixedly connected with convex surface 7 through chimb 10; A plurality of convex surfaces 7 are fixedly 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 steel net plate through many galvanized iron wire colligations; Constitute the assume diamond in shape prism passage 14 of shape of a plurality of sections between the two block plate nets 13, be provided with fireproof glass cotton 17 in the passage 14; 11 settings of centre keel square steel pipe are positioned at the outside of the water jacket 8 at web plate middle part near inside groove 9; Centre keel square steel pipe 11 links fixing through two block plate nets, 13 colligations of galvanized iron wire and front and back symmetry; The interface length of side 1 is made as 25mm, and the convex surface length of side 2 is made as 82mm, and outer groove width 3 is made as 48mm, and interior groove width 4 is made as 25mm, and the angle 5 between convex surface 7 and the chimb 10 is made as 115 degree; The height 15 of chimb 10 and water jacket 8 is made as 27mm; Distance 16 between two convex surface 7 mid points is made as 129mm; Glass wool 17 hinders right type for GB A level; Inner tank mouths wide 18 is made as 104mm; The angle 19 of two chimbs 10 is made as 50 degree; The length and the width of hollow steel framework at center expanded metal lath web plate are made as 802mm and 54mm respectively; The hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation length and the thickness of wall within the walls is made as 802mm and 90mm respectively.
Expanded metal lath 13 is formed by special steel material SPCC series cold-rolled steel sheet deep draw; The specification of galvanized iron wire is 22#.
Outer 12 are made up of haydite pulverized fuel ash cement mortar.
Operating principle:
This hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation is wall within the walls, comprising: expanded metal lath, fireproof glass cotton, outer; 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 fixedly connected with convex surface through chimb; A plurality of convex surfaces are fixedly connected with a plurality of water jackets; Inside groove is located at the middle part of water jacket, it is characterized in that: the two block plate Netcoms too much root iron wire colligation of front and back symmetry is fixedly connected into web plate; Constitute the prism passage of a plurality of shapes that assume diamond in shape between the two block plate nets; With the web plate equal length, width is 100mm, and thickness is that the strip glass wool of 50mm places in a plurality of passages that are prism; The centre keel square steel pipe is located at the outside of the inside groove 9 at web plate middle part, is connected fixing through the iron wire colligation with two block plate nets of front and back symmetry; The interface length of side is made as 25mm, and the convex surface length of side is made as 82mm, and outer groove width 3 is made as 48mm; Interior groove width 4 is made as 25mm; Angle 5 between convex surface 7 and the chimb 10 is made as 115 degree, and the height 15 of chimb 10 and water jacket 8 all is made as 27mm, and the distance 16 between two convex surface mid points is made as 129mm; The length of fireproof glass cotton 17 is made as 100mm thickness and is made as 50mm, and the length and the width of hollow steel framework at center expanded metal lath web plate are made as 802mm and 54mm respectively; The hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation length and the thickness of wall within the walls is made as 802mm and 90mm respectively.Expanded metal lath is formed by special steel material SPCC series cold-rolled steel sheet deep draw; The specification of galvanized iron wire is 22#.
The structure of interior wall adopts the porose universal steel angle in 25*25mm both sides to be connected as the cross recess coiled hair band pad tapping screw of up and down keelson and beam column built from concrete iron expansion bolt or the 6*35 through 6*65 and fixes, and spacing distance is 500mm; When wall is installed on the steel net plate; Earlier with first (from left to right) up and down the edge fit of the steel net plate of symmetry be adjacent to the keelson that has fixed along beam column built from concrete; Fix the edge fit of steel net plate and the two binding colligation of keelson through the eyelet of keelson universal steel angle with the 22# galvanized iron wire, the spacing distance of iron wire colligation is 200mm; The assembly unit of adjacent according to this two steel net plate edge fits links fixing through the colligation of 22# galvanized wire, the spacing of iron wire colligation is 200mm; Whenever determine the steel net plate outside 7 positions of convex surface up and down with 22# galvanized wire two-wire expanded metal lath is linked colligation through the keelson eyelet near the keelson interface and fixes; Lower nozzle and keelson steel interface on the centre keel square steel pipe that supports every steel net plate, centre keel square steel pipe and steel net plate is fixing with galvanized wire colligation binding through the eyelet three of keelson universal steel angle; The door opening window opening mouth vertical position of steel net plate is with strengthening the keel reinforcement; Door opening top, window opening position up and down use two to be adjacent to steel net plate after inside and outside two sides as the porose universal steel angle in 25*25mm both sides along the limit horizontal plane with its equal length specification and to clamp and form steel beam structure, fix through galvanized wire colligation binding; The steel net plate height on door opening, window opening top meets or exceeds 70 centimetres, needs therebetween the position to use diameter through galvanized wire steel net plate and universal steel angle binding to be fixed with the fixing back of beam column as the bolt suspension rod of 8mm when width reaches 1.5 meters.
The steel mesh board wall that assembly unit is good is behind the erection procedure of accomplishing hydroelectric line, and acceptance(check) can get into the program of plastering, and the job practices of plastering process is divided into three steps and carries out: (1) is filled out groove (2) bottoming (3) and is wiped one's face.
The monolithic web plate length of this product is 802mm, and wherein: the interface length of side 1 is made as 25mm, and the convex surface length of side 2 is made as 82mm; Outer groove width 3 is made as 48mm; Interior groove width 4 is made as 25mm, and inner tank mouths wide 18 is made as 104mm, and the angle 5 between convex surface 7 and the chimb 10 is made as 115 degree; The height 15 of chimb 10 and water jacket 8 all is made as 27mm, and the distance 16 between two convex surface 7 mid points is made as 129mm; The angle 19 of two chimbs 10 is made as 50 degree; The length and the width of hollow steel framework at center expanded metal lath web plate are made as 802mm and 54mm respectively; The hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation length and the thickness of wall within the walls is made as 802mm and 90mm respectively.
Claims (3)
1. hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation wall within the walls comprises: expanded metal lath (13), fireproof glass cotton (17), 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 fixedly connected with convex surface (7) through chimb (10); A plurality of convex surfaces (7) are fixedly 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 steel net plate through many galvanized iron wire colligations; Constitute the assume diamond in shape prism passage (14) of shape of a plurality of sections between the two block plate nets (13), be provided with fireproof glass cotton (17) in the passage (14); Centre keel square steel pipe (11) setting is positioned at the outside of the water jacket (8) at web plate middle part near inside groove (9); Centre keel square steel pipe (11) links fixing through two block plate net (13) colligations of galvanized iron wire and front and back symmetry; The interface length of side (1) is made as 25mm, and the convex surface length of side (2) is made as 82mm, and outer groove width (3) is made as 48mm, and interior groove width (4) is made as 25mm, and the angle (5) between convex surface (7) and the chimb (10) is made as 115 degree; The height (15) of chimb (10) and water jacket (8) is made as 27mm; Distance (16) between two convex surfaces (7) mid point is made as 129mm; Fireproof glass cotton (17) hinders right type for GB A level; Inner tank mouths wide (18) is made as 104mm; The angle (19) of two chimbs (10) is made as 50 degree; The length and the width of hollow steel framework at center expanded metal lath web plate are made as 802mm and 54mm respectively; The hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation length and the thickness of wall within the walls is made as 802mm and 90mm respectively.
2. hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation according to claim 1 is wall within the walls, it 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 galvanized iron wire is 22#.
3. hollow steel framework at center expanded metal lath cement anti-seismic heat-preservation according to claim 1 is wall within the walls, and it is characterized in that: described skin (12) is made up of haydite pulverized fuel ash cement mortar.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012102439495A CN102733510A (en) | 2012-07-13 | 2012-07-13 | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2012102439495A CN102733510A (en) | 2012-07-13 | 2012-07-13 | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall |
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| CN102733510A true CN102733510A (en) | 2012-10-17 |
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| CN2012102439495A Pending CN102733510A (en) | 2012-07-13 | 2012-07-13 | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111530922A (en) * | 2020-04-09 | 2020-08-14 | 鞍钢建设集团有限公司 | Metal truss for wall assembly plate |
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| CN202644826U (en) * | 2012-07-13 | 2013-01-02 | 韦作友 | Hollow internal model steel screen and cement anti-seismic interior wall of insulation wall |
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2012
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| US6355193B1 (en) * | 2000-03-01 | 2002-03-12 | Gale Stott | Method for making a faux stone concrete panel |
| CN2576849Y (en) * | 2002-09-09 | 2003-10-01 | 良固建筑材料（上海）有限公司 | Parallel-net wall-building formwork |
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| CN111530922A (en) * | 2020-04-09 | 2020-08-14 | 鞍钢建设集团有限公司 | Metal truss for wall assembly plate |
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Application publication date: 20121017 |