CN104929258A - Industrial energy-saving anti-seismic building wall - Google Patents

Industrial energy-saving anti-seismic building wall Download PDF

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Publication number
CN104929258A
CN104929258A CN201410097229.1A CN201410097229A CN104929258A CN 104929258 A CN104929258 A CN 104929258A CN 201410097229 A CN201410097229 A CN 201410097229A CN 104929258 A CN104929258 A CN 104929258A
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China
Prior art keywords
plate
panel
central layer
bare board
board
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Pending
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CN201410097229.1A
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Chinese (zh)
Inventor
张永清
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Individual
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Priority to CN201410097229.1A priority Critical patent/CN104929258A/en
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Abstract

The invention provides a composite board provided with a truss structure and used for dry installation. The composite board includes a building wall board, a floor board, and a roof board. the weight of the wall board is 1/10 of the weight of an air-added brick masonry wall body, the weight of the floor board is 1/5 of the weight of a reinforced concrete floor board, so that the composite board is suitable for various industrial and civil buildings, particularly, suitable for industrial steel structure buildings. A multi-layer steel structure framework building adopted with the composite board can reduce 70% of the earthquake destructive power of a building. A high-rise steel structure building adopted with the composite board can reduce 40% of the earthquake destructive power of a building. A rural common house is less in cost increasing and can be repeatedly used by adopting a light-steel structure frame and the composite board. A building adopted with the composite board can impact super and violent earthquake of M 9.0 because of light weight, strong structure, and less earthquake destructive power. A building adopted with the composite board can save 30% of steel materials of a building structure, reduces the emission of 6096, and can increase 2-7% of use area of the building.

Description

Industrialization energy-conserving anti-seismic structure plate
Technical field
The invention belongs to industrialized building sheet material.
Background technology
Most developed country is all today of primary building material with building board in the world, the stage that China also rests on " Qin brick and Han tile " is primary building material, this not only causes Chinese Resources consumption serious, environment pollution is increasingly serious, but also be the main cause of Earthquake In China disaster, " Qin brick and Han tile " coolie type building materials cause Chinese architecture to have impayable weight, and it is exactly proportional with building weight to build destructive power of the earthquake, the destructive power of the earthquake of Chinese architecture is even than using the developed country of sheet material will be twice many, this is the basic reason that China wants earthquake relief work, the building types of China makes urbanization earthquake disaster particularly fearful, even if steel work super highrise building seismic structural does not collapse, masonry panel in building and reinforced concrete floor also possess the condition of mass destruction disaster.Fortunately present constantly surging along with labor cost, the epoch of coolie's type low side building materials have started to terminate, and lightweight, safe, convenient, industrialized building board must become main constructional materials.
The wallboard development of China enjoys technical bottleneck to restrict, and light hollow concrete wall board weight is up to 90kg/m 2, wallboard is manually installed exists inefficiencies, of poor quality, and particularly the as easy as rolling off a log cracking in plate seam place becomes sound channel, destroys room Privacy requirement, especially the same with cassette ceiling, there is the danger of earthquake collapse harm people.It is only bonding and as easy as rolling off a log disengagement that various combined wall board exists face sandwich layer, plate seam easily cracking, and earthquake is easily collapsed." the energy-saving earthquake-resistant grouting-type building wall board " of research and development although solve body of wall energy-saving earthquake-resistant problem, also there is wet construction problem in me.
Summary of the invention
The present invention is a kind of composite plate with trussed construction of dry installation exercise, comprises building wall board, floor and roof panel.
Wallboard of the present invention is less than 100kg/m with unit weight 3hard fire prevention energy-saving board 2 be central layer and tenon, tenon face have integrated connection between plate steel help sheet 7; To pass central layer, being gridding layout in central layer face, is truss fulcrum with the point type steel of central layer stack pile or the connector 5 of flame-retarded plastic matter; With two faces with socket bore 3, socket bore 3 in grid layout, can hide and bond self-tapping screw or rivet 4, Cement fibre socket bore plate or silico-calcium fiber socket bore plate 1 are panel and fourth of the twelve Earthly Branches groove; Two panels are not only bonding with central layer, but also wallboard bare board connector 5 being formed truss-like high strength is anchored at self-tapping screw or rivet 4, bare board unit square rice weight inner partition plate is less than 30 kilograms, side fascia is less than 40 kilograms, the thinnest 60mm that reaches of bare board thickness inner partition plate, the thinnest 80mm that reaches of side fascia, when bare board is installed, not only Tenon occlusion between plate, but also by steel side sheet 7, with self-tapping screw or rivet 4, bare board is connected into integral slab, and with elastic sealant 8 embedding envelope bare board piece; With fire proof veneer or through fire prevention process wood veneer 6 be inner wall finishing plate, with prevent fires water repellent facing plate or thin glass or clad aluminium 6a for wall face decoration panel, decoration panel is directly pasted onto the upper of bare board, and the fissure of displacement covering bare board between piece.
Floor of the present invention is less than 200kg/m with unit weight 3hard fire prevention energy-saving board 2 be central layer and tenon, there is steel side sheet 7 and 7a in tenon face; To pass central layer, being gridding layout in central layer face, is being truss fulcrum with the point type steel of central layer stack pile or the connector 5 of flame-retarded plastic matter; With Cement fibre socket bore plate or silico-calcium fiber socket bore plate 1 for panel, with the steel plate 1a of the fluted 3a of band through antirust treatment for base plate, groove 3a can hide and bond self-tapping screw or rivet 4, base plate stretches out the steel side sheet 7a of integrated connection at the tongue portion of central layer, and panel and base plate form fourth of the twelve Earthly Branches groove jointly; Panel and base plate are not only bonding with central layer, but also with self-tapping screw or rivet 4, be anchored at bare board connector 5 being formed truss-like high strength, floor bare board unit square rice weight is less than 60 kilograms, when bare board is installed, not only Tenon occlusion between plate, but also help sheet 7a by the steel that steel side sheet 7 and base plate stretch out, with self-tapping screw or rivet, bare board is connected into integral slab, and stitch with elastic sealant 8 embedding envelope bare board plate; Again with socket bore plate 1 for bottom plate, be fixed on base plate 1a with self-tapping screw, and with stitch misorientation at the bottom of bare board and install; With the decoration panel that the anti-slip finish plate 6a that prevents fires is for ground, take fire proof veneer as bottom face sheet 6b, facial ornament panel is directly pasted onto on bare board panel, and the fissure of displacement covers bare board face seam, bottom face sheet 6b is directly pasted onto on bottom plate, and the fissure of displacement covers bottom plate seam.
Roof panel of the present invention is less than 100kg/m with unit weight 3hard fire prevention energy-saving board 2 be central layer and tenon, tenon face has the steel of integrated connection between plate to help sheet 7 and 7b; To pass central layer, being gridding layout in central layer face, is being truss fulcrum with the point type steel of central layer stack pile or the connector 5 of flame-retarded plastic matter; To have the color steel sheet 1b of corrugation for panel through antirust treatment, panel stretches out the steel side sheet 7b of integrated connection at the tongue portion of central layer, and with Cement fibre socket bore plate or silico-calcium fiber socket bore plate 1 for base plate, panel and base plate form fourth of the twelve Earthly Branches groove jointly; Panel and base plate are not only bonding with central layer, but also with self-tapping screw or rivet 4, be anchored at bare board connector 5 being formed truss-like high strength, color steel on panel or colored PVC lid nailing strip 10 the self-tapping screw on panel or rivet 4 hidden, roof panel bare board unit square rice weight is less than 50 kilograms, when bare board is installed, not only Tenon occlusion between plate, but also by steel side sheet 7, with self-tapping screw or rivet, bare board is connected into integral slab, and stitch with elastic sealant 8 embedding envelope bare board plate; With fire proof veneer 6 for bottom face sheet, decoration panel is directly pasted onto on the bottom surface of bare board, and the fissure of displacement covers seam between bare board.
Decoration panel of the present invention has pasted after laying at bare board installation, water power pipe again.Bare board of the present invention can be removed and reuse after removing decoration panel, unclamping installation screw and plate seam screw, and building removal rubbish is significantly reduced, and resource is protected.
Creativeness of the present invention is: introduce connector 5 truss-like connected mode, make the present invention have the unusual bending resistance of truss structure, impact strength and hanging ability; Introduce steel side sheet 7, not only make the present invention connect into integral slab, and the effect of connecting lacing wire of building structure can be served as, significantly strengthen shock resistance of the present invention; The present invention introduces socket bore plate, make the present invention produce install efficiently simple and direct, completely realize construction anhydrous operation; The present invention introduces decoration panel and pastes, and makes the present invention reach industrialized construction condition and can reuse to be worth multiplication.
Wallboard weight of the present invention only has 1/10th of aerated bricks masonry panel weight the lightest at present, and floor weight is 1/5th of in-situ reinforced concrete slab, is applicable to various industry and civilian construction, is especially applicable to industrialization steel construction.
After multi-storey steel structure frame building adopts the present invention, building weight ratio adopts reinforced concrete Tulou (room) plate, aerated bricks body of wall light by 7096, can reduce the destructive power of the earthquake of building 70%; After resistance of super high-rise steel structures thing adopts the present invention, whole solitary building weight ratio adopts reinforced concrete Tulou (room) plate, aerated bricks body of wall alleviates 50%, can reduce the destructive power of the earthquake of building 40%; The common private residence in rural area can adopt lightweight steel construction framework and the present invention, and not only cost increases not obvious, and can also reuse.Adopt building of the present invention because weight is little, structure is strong, destructive power of the earthquake is little, can resist 9 grades of super violent earthquakes, making Chinese new industrialization build earthquake need not earthquake relief work.Adopt building of the present invention can not only quake evaluation, and can also save building structure 30% steel, reduce by the toxic emission of 60%, the building usable floor area of 2-7% can be increased.
Accompanying drawing explanation
Fig. 1 is the positive facade of inner wall panel bare board of the present invention and the side projection of positive facade and perspective view above.
Fig. 2 is the a-a sectional schematic diagram of Fig. 1.
Fig. 3 is the installation schematic cross-sectional view of inner wall panel of the present invention.
Fig. 4 is the positive facade of side fascia bare board of the present invention and the side projection of positive facade and perspective view above.
Fig. 5 is the installation schematic cross-sectional view of side fascia of the present invention.
Fig. 6 is the positive facade of floor bare board of the present invention and the side projection of positive facade and perspective view above.
Fig. 7 is the back elevation of floor bare board of the present invention and the side projection of back elevation and perspective view above.
Fig. 8 is the installation schematic cross-sectional view of floor of the present invention.
Fig. 9 is side projection and the perspective view above of the positive facade of roof panel bare board of the present invention and positive facade.
Figure 10 is the installation schematic cross-sectional view of roof panel of the present invention.
In Fig. 1-Figure 10:
1 is socket bore plate.1a is reeded steel plate.1b is the color steel sheet having corrugation.2 is hard fire prevention energy-saving boards.3 is the socket bore on 1 surface.3a is the groove of 1a.4 is self-tapping screw or rivet.5 is connectors.6 is fire proof veneer or the face side decoration panel through fire prevention process.6a is for the fire-proof and water-proof decoration panel of wall face or thin glass or clad aluminium decoration panel.6b is the fire prevention anti-slip finish plate for ground.7 is steel side sheets.8 is caulking sealing glue.9 is color steel on roof panel panel or colored PVC lid nailing strip.
Detailed description of the invention
Embodiment one: when seismic hardening is carried out to the School Buildings of the reinforced concrete frame structures of 10,000 square metres, original 240 thick brick wall dismantlings in building, use wallboard of the present invention instead, it is 532kg that former wall common brick wall comprises masonry of cement mortar with the unit square rice weight of plastering, every linear meter joist support is heavily 1383kg by wall, wall ground is than pressing 1: 2, and it is 1064kg that unit square rice building bears wall weight.After adopting body of wall of the present invention, body of wall weight per square meter average out to 25kg, every linear meter joist support is heavily 65kg by wall, and it is 50kg that unit square rice building bears wall weight.It is 10,000 tons that School Buildings reduces gross weight, can reduce destructive power of the earthquake more than 50%, make former 7 degree of School Buildings of providing fortification against earthquakes bring up to more than 9 degree and provide fortification against earthquakes.
Embodiment two: the steel work super highrise building of former design reinforced concrete Tulou (room) face, aerated bricks masonry panel, after adopting the present invention, metope weight saving 80%, building, face (room) weight saving 50%, section steel beam weight saving 30%, post weight saving 10%, building integral weight saving 50%, the structural steel of former design 1,000,000 tons of steel reduces 30%, economic benefit, social benefit, environmental benefit highly significant.
Embodiment three: after building Socialist New building adopts the present invention, original reinforced concrete frame structure is used instead light steel frame, make original 6 grades of earthquakes will the private residence of earthquake relief work, 9 grades of earthquakes are all without earthquake relief work, this can not only reduce earthquake, is also the basis that compacting national security develops in a healthy way.This building is when future urban development is expanded, and removal recycle value is very high, is the science and technology best embodying sustainable development.

Claims (3)

1. wallboard of the present invention is with hard fire prevention energy-saving board for central layer and tenon, and there is the steel side sheet of integrated connection between plate in tenon face; To pass central layer, being gridding layout in central layer face, is truss fulcrum with the point type steel of central layer stack pile or the connector of flame-retarded plastic matter; With on two faces with in the Cement fibre socket bore plate of grid layout socket bore or silico-calcium fiber socket bore plate for panel and fourth of the twelve Earthly Branches groove; Two panels are not only bonding with central layer, but also wallboard bare board connector being formed truss-like high strength is anchored at self-tapping screw or rivet, when bare board is installed, not only Tenon occlusion between plate, but also help sheet by steel, with self-tapping screw or rivet, bare board is connected into integral slab, and with elastic packing 8 embedding envelope bare board piece, self-tapping screw or manufactured head concealment are in the socket bore of panel; The wood veneer processed with fire proof veneer or process fire prevention is for inner wall finishing plate, and with prevent fires water repellent facing plate or thin glass or clad aluminium for wall face decoration panel, decoration panel is directly pasted onto the upper of bare board, and the fissure of displacement covers piece between bare board.
2. floor of the present invention is that tenon face has steel to help sheet with hard fire prevention energy-saving board for central layer and tenon; To pass central layer, being gridding layout in central layer face, is truss fulcrum with the point type steel of central layer stack pile or the connector of flame-retarded plastic matter; With Cement fibre socket bore plate or silico-calcium fiber socket bore plate for panel, with the reeded steel plate of band through antirust treatment for base plate, self-tapping screw or rivet be hidden and be bonded to groove can, and base plate stretches out the steel side sheet of integrated connection at the tongue portion of central layer, and panel and base plate form fourth of the twelve Earthly Branches groove jointly; Panel and base plate are not only bonding with central layer, but also with self-tapping screw or rivet, be anchored at bare board connector being formed truss-like high strength, when bare board is installed, not only Tenon occlusion between plate, but also help sheet by steel, with self-tapping screw or rivet, bare board is connected into integral slab, and stitch with elastic sealant embedding envelope bare board plate; Again with socket bore plate for bottom plate, be fixed on base plate with self-tapping screw, and with stitch misorientation at the bottom of bare board and install; With the decoration panel that anti-slip finish plate of preventing fires is for ground, take fire proof veneer as bottom face sheet, facial ornament panel is directly pasted onto on bare board panel, and the fissure of displacement covers bare board face seam, and bottom face sheet is directly pasted onto on bottom plate, and the fissure of displacement covers bottom plate seam.
3. roof panel of the present invention is with hard fire prevention energy-saving board for central layer and tenon, and there is the steel side sheet of integrated connection between plate in tenon face; To pass central layer, being gridding layout in central layer face, is truss fulcrum with the point type steel of central layer stack pile or the connector of flame-retarded plastic matter; To have the color steel sheet of corrugation for panel through antirust treatment, panel stretches out the steel side sheet of integrated connection at the tongue portion of central layer, and with Cement fibre socket bore plate or silico-calcium fiber socket bore plate for base plate, panel and base plate form fourth of the twelve Earthly Branches groove jointly; Panel and base plate are not only bonding with central layer, but also bare board connector being formed truss-like high strength is anchored at self-tapping screw or rivet, color steel on panel or colored PVC lid nailing strip the self-tapping screw on panel or rivet 4 hidden, when bare board is installed, not only Tenon occlusion between plate, but also help sheet by steel, with self-tapping screw or rivet, bare board is connected into integral slab, and stitch with elastic sealant embedding envelope bare board plate; Be bottom face sheet with fire proof veneer, decoration panel is directly pasted onto on the bottom surface of bare board, and the fissure of displacement covers seam between bare board.
CN201410097229.1A 2014-03-17 2014-03-17 Industrial energy-saving anti-seismic building wall Pending CN104929258A (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086587A (en) * 2017-12-27 2018-05-29 温州中海建设有限公司 A kind of industrial energy-saving anti-seismic wallboard

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08209831A (en) * 1995-02-03 1996-08-13 Fujita Corp Compound ultra-light floor board and manufacture thereof
CN2445023Y (en) * 2000-10-16 2001-08-29 王士风 Net(truss) frame-cement board combination structure sandwith
CN2512846Y (en) * 2001-08-20 2002-09-25 高文利 Steel bar framwork light thermal insulation and sound insualtion composite floor
CN1782291A (en) * 2002-04-30 2006-06-07 邱则有 Steteo force bearing shuttering for steel concrete
CN101270595A (en) * 2008-05-16 2008-09-24 东南大学 Assembled honeycombed sheet light empty stomach building and roof structure system
CN101906835A (en) * 2009-06-05 2010-12-08 张永清 Novel earthquake resistant energy-saving penetrating light-weight grouting wall
CN102127942A (en) * 2010-01-13 2011-07-20 张永清 Energy-saving earthquake-resistant cored beam-free building floor slab
CN201924511U (en) * 2010-12-30 2011-08-10 天津航达建材有限公司 Composite wall board with high strength and light weight
CN102277912A (en) * 2010-06-10 2011-12-14 张永清 Building industrialized ultra-light high-speed floor slab
CN102400509A (en) * 2011-11-18 2012-04-04 孙有芳 Assembled prefabricated light steel composite floor
CN102409783A (en) * 2011-11-28 2012-04-11 北京工业大学 Bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate as well as manufacturing method
CN202899293U (en) * 2012-09-26 2013-04-24 浙江杭萧钢构股份有限公司 Novel steel structure building system

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08209831A (en) * 1995-02-03 1996-08-13 Fujita Corp Compound ultra-light floor board and manufacture thereof
CN2445023Y (en) * 2000-10-16 2001-08-29 王士风 Net(truss) frame-cement board combination structure sandwith
CN2512846Y (en) * 2001-08-20 2002-09-25 高文利 Steel bar framwork light thermal insulation and sound insualtion composite floor
CN1782291A (en) * 2002-04-30 2006-06-07 邱则有 Steteo force bearing shuttering for steel concrete
CN101270595A (en) * 2008-05-16 2008-09-24 东南大学 Assembled honeycombed sheet light empty stomach building and roof structure system
CN101906835A (en) * 2009-06-05 2010-12-08 张永清 Novel earthquake resistant energy-saving penetrating light-weight grouting wall
CN102127942A (en) * 2010-01-13 2011-07-20 张永清 Energy-saving earthquake-resistant cored beam-free building floor slab
CN102277912A (en) * 2010-06-10 2011-12-14 张永清 Building industrialized ultra-light high-speed floor slab
CN201924511U (en) * 2010-12-30 2011-08-10 天津航达建材有限公司 Composite wall board with high strength and light weight
CN102400509A (en) * 2011-11-18 2012-04-04 孙有芳 Assembled prefabricated light steel composite floor
CN102409783A (en) * 2011-11-28 2012-04-11 北京工业大学 Bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate as well as manufacturing method
CN202899293U (en) * 2012-09-26 2013-04-24 浙江杭萧钢构股份有限公司 Novel steel structure building system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108086587A (en) * 2017-12-27 2018-05-29 温州中海建设有限公司 A kind of industrial energy-saving anti-seismic wallboard

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