WO2010020088A1 - Assembled house make up of steel frame and light concrete panel - Google Patents

Assembled house make up of steel frame and light concrete panel Download PDF

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Publication number
WO2010020088A1
WO2010020088A1 PCT/CN2008/072033 CN2008072033W WO2010020088A1 WO 2010020088 A1 WO2010020088 A1 WO 2010020088A1 CN 2008072033 W CN2008072033 W CN 2008072033W WO 2010020088 A1 WO2010020088 A1 WO 2010020088A1
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WO
WIPO (PCT)
Prior art keywords
lightweight
steel
wall panel
panel
slab
Prior art date
Application number
PCT/CN2008/072033
Other languages
French (fr)
Chinese (zh)
Inventor
朱恒杰
Original Assignee
Zhu Hengjie
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhu Hengjie filed Critical Zhu Hengjie
Priority to CN2008801146910A priority Critical patent/CN101796250B/en
Priority to PCT/CN2008/072033 priority patent/WO2010020088A1/en
Publication of WO2010020088A1 publication Critical patent/WO2010020088A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481Details of wall panels

Definitions

  • the invention relates to a steel frame support and a prefabricated seesaw on-site assembly architecture, in particular to a steel skeleton lightweight seesaw assembly house. Background technique
  • wall panels and roof slabs are usually composed of one or two layers of the same thickness, which is not easy to adapt to the north-south climate impact;
  • the light steel skeleton is exposed to the air and easily rusted, and the fire performance is poor. 5. The purpose of simply increasing the thickness of the wall to achieve thermal insulation and heat insulation is poor, but the effect is poor. 6. Prefabricated wallboard, The connection between the slab, the roof slab and the light steel skeleton is usually connected by bolts, rivets, etc., which has poor integrity, poor shear resistance and poor seismic performance;
  • Prefabricated lightweight slabs usually have a small span and can only be used in low-rise and small-span houses.
  • Lightweight steel skeletons and wall panels, slabs, and roof slabs need to have embedded parts, which increases the production process. At the same time, it is not convenient for flexible assembly of components;
  • the object of the present invention is to provide a steel skeleton lightweight slab assembly house, which can effectively overcome the above defects of the prior art, and has the advantages of environmental protection, light weight, flexible wall arrangement, heat insulation and heat insulation performance, and prevention of cold/heat bridges. Good integrity, strong shear resistance, high strength, anti-corrosion, less steel consumption, water saving, increased use area, low cost, strong seismic performance, high fire resistance, good sound insulation, short construction time, low labor cost, etc. advantage.
  • the present invention provides a steel skeleton lightweight slab assembly house including a steel skeleton, a lightweight slab wall, a lightweight slab and a lightweight slab roof, the steel skeleton including steel columns and steel a beam, and a steel roof truss or truss, the outer wall panel comprising an outer wall panel and an inner wall panel disposed parallel to each other, wherein the outer wall panel and the inner wall panel are provided with an air interlayer.
  • the inner wall panel is embedded between the steel column and the steel beam, the outer wall panel is disposed outside the steel skeleton, and the joint between the adjacent outer wall panels and the phase The joint seams between the adjacent inner wall panels are arranged offset from each other.
  • the board and the column are connected and fixed by the connecting member and the adhesive between the board and the board, and the sealing effect is good, and the cold/heat bridge phenomenon is eliminated;
  • the wall is flexibly assembled by more than one layer of wall panels of different thicknesses and different structural forms to adapt to different regional climate differences;
  • the steel components are wrapped inside the wall to prevent cold bridges (heat bridges), anti-corrosion and greatly improve the fire resistance;
  • steel components and slabs are not embedded, use separate connectors to assemble on site, reduce Production process, easy to assemble and disassemble on site;
  • Wallboard and roofing panels are often made of lightweight concrete insulation composite panels or lightweight concrete hollow panels, reducing the weight of the panels, saving materials and increasing strength;
  • Lightweight concrete insulation composite panels or lightweight concrete hollow panels can be drilled, glued, nailed, sawed and planed to facilitate on-site construction needs;
  • the construction period is short, about 1/6 of the construction period of ordinary brick-concrete structure, reducing labor consumption; 8.
  • the weight of the house is greatly reduced, which is 70% lower than the weight of ordinary brick-concrete houses, only 30 ⁇ 40 kg. / per square meter, save steel 30 ⁇ 40%, save cost 10 ⁇ 15%, increase the use of construction
  • the product has a concentration of 10 to 15%, and the energy-saving effect is over 80%.
  • the sound insulation effect is good.
  • the external wall sound insulation is above 45db.
  • the water saving during construction reaches 30kg per square meter, saving 50% of cement.
  • FIG. 1 is a schematic structural view of a steel skeleton lightweight slab assembly house according to the present invention
  • FIG. 2 is a cross-sectional view of a wall composed of two layers of lightweight slabs when the steel column is a square steel tube
  • FIG. 3 is a two-layer lightweight slab wall when the steel column is "H" shaped steel according to the present invention.
  • FIG. 4 is a longitudinal cross-sectional view of a wall composed of two layers of lightweight slab wall panels when the steel beam is a square steel tube of the present invention;
  • FIG. 5 is a schematic structural view of the dry hanging member of the present invention;
  • FIG. 6 is a longitudinal cross-sectional view of a wall composed of two layers of lightweight sill wall panels when the steel beam is an "H"-shaped steel according to the present invention
  • FIG. 7 is a structure of the lightweight slab wall panel and two lightweight slab walls according to the present invention. Connection diagram of the board;
  • Figure 8 is a schematic view of the structure of the lightweight concrete floor slab of the present invention.
  • Figure 9 is a schematic view showing the structure of a lightweight squat roof panel in the present invention.
  • 21 hanging edge
  • 22 floor steel frame
  • the steel skeleton lightweight slab assembly house 1 includes a steel skeleton and a lightweight slab member, wherein the steel skeleton includes a steel column 2 And steel beam 3, and steel roof truss 4 with steel rafters 5.
  • the steel beam 3 is fixed on the steel column 2 to form a frame of the house
  • the steel roof truss 4 is fixed on the frame to form a main steel skeleton structure of the house
  • the steel truss 5 is fixed on the steel roof truss 4, the steel column 2.
  • the steel beam 3, the steel roof truss 4 and the steel truss 5 can be connected by a common connection method commonly used by ordinary technicians, for example, by welding or screwing or riveting, and finally forming a steel skeleton of the house.
  • Structure; then prefabricated lightweight siding 6, lightweight slab 7 and lightweight slab roof 8 are assembled to corresponding positions according to design, specifically, the lightweight slab 6 is assembled on the steel column 1 and The wall of the house is formed between the steel beams 3, the lightweight floor slab 7 is assembled between the steel beams 3 to form the floor of the house, and the lightweight slab roof panel 8 is assembled on the steel roof truss 4 to form the roof of the house, and finally assembled into Complete house.
  • the lightweight wall panel 6 is a two-layer structure including an outer wall panel 16 and an inner wall panel 15 which are disposed in parallel with each other, and an outer wall panel 16 and An air interlayer 17 is disposed between the inner wall panels 15 , the inner wall panel 15 is embedded between the steel column 2 and the steel beam 3 , and the outer wall panel 16 is disposed outside the steel frame formed by the steel column 2 and the steel beam 3 .
  • the ends of the adjacent inner wall panels 15 are bonded and fixed by the wall panel connectors 9, which are welded to the steel beams 3 such that the inner wall panels 15 pass through the wall panel connectors 9
  • the steel wall 3 is fixed to the steel beam 3, and the inner wall panel 15 is also fixed to the steel column 2 through the frame connecting member 10.
  • two adjacent inner wall panels 15 may be adhesively fixed by applying an adhesive on the contact surface, and two adjacent inner wall panels 15 are positioned at the ends by the wall panel connecting member 9.
  • the connection between the wall panel connector 9 and the inner wall panel 15 can also be bonded by an adhesive; in the above manner, the plurality of inner wall panels 15 can be relatively fixedly and tightly connected, and connected through the wall panel.
  • the piece 9 is fixedly connected to the steel beam 3 by, for example, welding; the side of the inner wall panel 15 adjacent to the steel column 2 is inlaid and bonded in the groove of the frame connecting member 10 or directly embedded in the "H" In the groove of the steel column 2,
  • the frame connector 10 is welded to the steel column 2 to complete the attachment to the inner wall panel 15 steel column 2.
  • Adjacent two lightweight slabs 7 are bonded and fixed by applying adhesive on the contact surface, and the short sides of the lightweight slab 7 are fixedly connected with the steel beam 3 by welding or the like; two adjacent lightweight materials
  • the squat roof panel 8 is bonded and fixed by applying an adhesive on the contact surface, and the lightweight squat roof panel 8 and the steel truss 5 are joined by bolts.
  • the fixing manner of the plate and the connecting member can also be screwing or riveting.
  • the outer wall panel 16 is disposed outside the steel frame, and specifically, the outer wall panel fixing manner may include the following two types, one is fixing by the adhesive and the through-the-joint connector, and the other is It is fixed by a dry hanging piece, and the two fixing methods respectively displace the connecting seam between the adjacent outer wall panels and the joint seam between the adjacent inner wall panels.
  • the fixing means for fixing the through-fitting member for example, the piercing bolt
  • a plurality of bonding points 11 are provided in the air interlayer 17, and the outer wall panel 16 and the inner wall panel 15 are disposed at the bonding point 11
  • the upper adhesive layer is fixed and fixed, and in order to fix the outer wall panel 16 more stably, a piercing bolt 12 is disposed between the inner wall panel 15 and the outer wall panel 16 on the basis of bonding with an adhesive.
  • the inner wall panel 15 and the outer wall panel 16 are connected together by the bolt 12, and the inner wall panel 15 and the outer wall panel 16 are alternately arranged.
  • the fixing method is generally used for a single-storey house structure. .
  • the fixing by the dry hanging member is such that the outer wall panel 16 is disposed outside the steel frame by the dry hanging member 19, and the hanging member 19 includes the connecting edge 2G and the hanging edge 21, and the connecting edge 20 and the hanging edge 21 have a "T"-shaped structure.
  • the connecting edge 20 is fixed to the steel beam 3, and the hanging edge 21 is hooked in the groove of the end of two adjacent outer wall panels 16 on the upper and lower floors.
  • the fixing method is generally used for the multi-storey house structure, After the hanging member 19 is fixed to the steel beam 3, the hanging edge 21 of the hanging member 19 is hooked by the outer layer wall panel of the upper layer and the outer wall panel of the lower layer.
  • the outer wall panel is hooked by the dry hanging piece, and the outer wall panel and the inner wall panel are alternately arranged, that is, the outer wall panel can block the gap between the adjacent two inner wall panels, and the structure can It is better to avoid the occurrence of cold/thermal bridge phenomena.
  • the inner wall panel is embedded in the steel skeleton composed of the steel beam and the steel column, and has high rigidity and strength, can enhance the lateral force resistance, and avoid collapse due to shaking;
  • the wall panel is fixedly connected to the inner wall panel to avoid the occurrence of cold/heat bridge phenomenon; moreover, there is an air interlayer between the inner wall panel and the outer wall panel, which can be achieved due to the small thermal conductivity of the air. The purpose of keeping warm and heat insulation.
  • the lightweight slab roof panel can also be formed into a two-layer structure.
  • the lightweight slab roof panel comprises an outer roof panel and an inner roof panel disposed in parallel with each other, and the adjacent outer roof panel The joint seam of the panel and the joint seam of the adjacent inner roof panels are staggered with each other, and the occurrence of the cold/heat bridge phenomenon can also be avoided.
  • the inner wall panels and the outer wall panels can be selected according to actual needs.
  • the outer wall panels can be light enamel composite insulation.
  • the inner wall board can be a lightweight concrete composite insulation board or a lightweight concrete hollow board or a lightweight solid board
  • the outer roof panel can be a lightweight concrete composite insulation board or a lightweight hollow board
  • the inner roof panel can be a lightweight concrete composite insulation board or a lightweight concrete hollow board or a lightweight solid board.
  • holes may be provided at the upper and lower ends of the lightweight ⁇ hollow panel, so that the entire lightweight ⁇ hollow panel has a hollow through-hole structure.
  • the lightweight hollow concrete hollow plate of the structure can utilize the aerodynamic principle, so that air forms air convection between the through hole of the outer layer plate and the outside air, thereby more effectively achieving the purpose of keeping warm and heat insulation.
  • the lightweight slabs involved in this embodiment can be used with two types of slabs, one is a slab with a steel frame, and the other is a slab with an embedded part at the short side. If a floor with a steel frame is used, the steel frame and the steel beam can be fixed by welding or screwing together during assembly. If a floor with embedded parts is used, the embedded part can be assembled during assembly. And steel beams are fixed by welding or screwing together.
  • the structural requirements of the built house may be different.
  • the steel truss provided with the steel truss may be replaced by the truss, and the lightweight slab roof panel is fixed on the truss, and other assembly structures are the same. , will not repeat them here.
  • the steel skeleton lightweight slab assembly house provided by the invention connects adjacent plates together through independent connecting members, reduces the gap between adjacent plates, improves the sealing property, and eliminates the cold/heat bridge phenomenon; Steel components and lightweight siding are assembled on site using separate connectors, reducing production processes, facilitating on-site flexible assembly and disassembly, and shortening the construction cycle; the various panels used are prefabricated and can be drilled, glued, nailed, Saw and planer for on-site construction needs.
  • the steel skeleton light slab plate provided by the invention
  • the steel frame of the house is assembled from light steel members to reduce the overall weight of the house; of course, it is also within the scope of the present invention to construct the steel frame with heavy steel.
  • the steel skeleton lightweight slab assembly house provided by the invention can set the wall into a multi-layer structure in order to meet the difference of different regional climates, so as to achieve the purpose of heat preservation.
  • This embodiment is described by taking a lightweight wall panel as two layers.
  • the cross section of the steel column used in the steel skeleton lightweight slab assembly house provided by the present invention is
  • the steel beam has a cross section of "H” shape or square or rectangular shape, and the shelf connector and the wall panel connector are slotted or "H” shaped at one end. .
  • the wall body when the steel column 2 is a square steel pipe, the wall body includes an outer wall panel 16 and an inner wall panel 15 which are disposed in parallel with each other, and air is disposed between the outer wall panel 16 and the inner wall panel 15.
  • the interlayer 17 is provided with a plurality of bonding points 11 in the air interlayer, and an adhesive is disposed on the bonding points 11, and the outer wall panel 16 and the inner wall panel 15 pass the bonding agent on the bonding point 11. Bonding is fixed.
  • the outer wall panel 16 and the inner wall panel 15 are both lightweight composite insulation boards, and the inner wall panel 15 and the steel column 1 are connected by a slot-shaped frame connecting member 10 which is open at one end, and a slotted plate which is open at one end
  • a slot-shaped frame connecting member 10 which is open at one end
  • a slotted plate which is open at one end
  • One end of the frame connecting member 10 is welded or bonded to the side of the steel column 2, and one end of the opening is inlaid into one end of the inner wall panel 15 and is fixed by an adhesive.
  • the side edges of the inner wall panel 15 are meshed with each other.
  • the adhesive is bonded and fixed, and the inner wall panel 15 and the outer wall panel 16 are bonded and fixed by an adhesive of the bonding point 11.
  • the inner wall panel 15 and the outer wall panel 16 may be further joined and fixed by the pair of bolts 12 on the basis of bonding with the adhesive.
  • the outer wall panel 16 and the inner wall panel 15 are interdigitated, that is, the gap between adjacent inner wall panels 15 and the steel column 1 and the adjacent outer wall panel 16
  • the joint seams are staggered so that the joint seams of the inner wall panel 15 and the steel columns 2 can be shielded by the outer wall panel 16 to avoid cold/thermal bridge phenomena.
  • the outer wall panel 16 and the inner wall panel 15 are both lightweight tantalum composite thermal insulation boards, wherein the two inner walls on both sides of the steel column 1
  • the side edges of the plate 15 are respectively embedded in the two grooves of the "H"-shaped steel column 2, and are bonded and fixed to the steel column 2 by an adhesive, and the side edges of the inner wall panel 15 are meshed with each other by the bonding
  • the agent is fixed by bonding. Bonding point between the inner wall panel 15 and the outer wall panel 16
  • the adhesive of 11 is bonded and fixed.
  • the inner wall panel 15 and the outer wall panel 16 may be further joined and fixed by the piercing bolts 12 on the basis of bonding with an adhesive.
  • the steel beam 3 is a square steel pipe, that is, the steel beam 3 has a square cross section
  • the inner wall panel 15 and the outer wall panel 16 are both lightweight composite insulation boards
  • the inner wall panel 15 is
  • the light square steel pipe beam 3 is connected by a slot-shaped wall plate connecting member 9 which is open at one end, and the closed end of the slot-shaped wall plate connecting member 9 at one end is welded or screwed to the side of the square steel pipe 3, and the opening is inserted at one end.
  • the top ends of the two inner wall panels 15 adjacent to the same floor are bonded and fixed by an adhesive, and the side edges of the adjacent inner wall panels 15 are meshed with each other and bonded and fixed by an adhesive.
  • the outer wall panel 16 is externally fixed to the outer wall panel 15 by the dry hanging member 19.
  • the dry hanging member 19 includes a connecting edge 20 and a hanging edge 21, and the connecting edge 20 and the hanging edge 21 have a "T" shape.
  • the connecting edge 20 is welded or screwed to the steel beam 3, and the hanging edge 21 is hooked in the groove of the end of the corresponding two outer wall panels 16 of the upper and lower floors to reach The purpose of fixing the outer wall panel 16 is.
  • the outer wall panel 16 and the inner wall panel 15 are alternately arranged, that is, the joint seam of the outer wall panel 16 adjacent to the same floor is staggered with the joint seam of the adjacent two inner wall panels 15 of the same floor. That is, the outer wall panel 16 blocks the joint seam of the inner wall panel 15 and the steel column 2 and the steel beam 3, and the structure can better avoid the occurrence of the cold/heat bridge phenomenon.
  • the inner wall panel 15 and the outer wall panel 16 are all lightweight composite insulation boards, and the steel beam 3 is arranged as shown in the figure, "H" shaped steel beam
  • the lower end surface is welded to the slotted wall panel connector 9 which is open at one end, and the ends of the adjacent two inner wall panels 15 of the same floor are embedded in the groove of the slot-shaped wall panel connector 9 which is open at one end.
  • the inner side of the steel beam 3 is fixed with a dry hanging member 19, and the connecting edge 20 of the dry hanging member 19 is welded to the upper end surface of the steel beam 3, and the hanging edge 21 of the dry hanging member 19 is extended.
  • the ends of the two corresponding outer wall panels 16 of the upper and lower floors are respectively hooked on the upper and lower sides of the hanging edge 21 of the dry hanging member 19, and the two sides of the hanging edge 21 are hooked on the upper and lower floors.
  • the end of the outer wall panel 16 is recessed to achieve the purpose of securing the outer wall panel 16.
  • the outer wall panel 16 and the inner wall panel 15 are mutually staggered, that is, the outer wall panel 16 can block the gap between the two inner wall panels 15 adjacent to the same floor, and the structure can be better avoided.
  • the present invention also includes other constructions not shown in Figures 2-6, and includes a form in which the wall can be constructed of three layers of lightweight slabs. In order to maintain the effect of thermal insulation, at least one wall panel of the wall of the house is a lightweight concrete composite wall panel.
  • FIG. 7 is a schematic view showing the structure of the lightweight slab wall panel and the connection of two lightweight slabs according to the present invention.
  • the lightweight slab wall panel with the lightweight enamel composite thermal insulation wall panel is a sandwich structure.
  • the insulating core board 13 is a polyphenyl foamed particle board, a urethane foam board or a phenolic acid foam board, and the upper and lower layers of the heat insulating core board 13
  • the fly ash foam concrete layer 14 is provided with a fiber reinforced mesh cloth 18, and the fiber reinforced mesh cloth 18 is a metal mesh, a glass fiber mesh, a nylon mesh or a carbon fiber mesh, and a fiber reinforced mesh.
  • the cloth 18 is of two layers, one layer being a metal mesh and the other layer being one of a fiberglass mesh, a nylon mesh or a carbon fiber mesh.
  • Two layers of fly ash Foamed concrete layers are provided with a plurality of reinforcing ribs in a direction perpendicular to the fly ash foam concrete layer.
  • the insulating core plate of the lightweight enamel composite thermal insulation wall panel 1 3 is provided on both sides with a plurality of grooves and projections arranged along the length of the plate, and correspondingly arranged convexities of the fly ash foam concrete layer 14 on the upper and lower sides
  • the groove and the projection are combined to form a dovetail shape.
  • the two side edges of the lightweight ⁇ composite thermal insulation wall panel connected to the adjacent panels are respectively grooves and protrusions for intermingling with the protrusions and grooves of the two side edges of the adjacent panels, and the lightweight ⁇ composite thermal insulation wall panel
  • the outer surface is provided with a plurality of pits and ribs, which have a better hanging effect. Prestressed tendons are also placed in the lightweight slabs, and the span of the rafts is greatly improved.
  • the width and depth of the first trap are matched with the width and thickness of the wall panel connector for placing the wall panel connector such that adjacent panels connected by the panel connector are connected to the panel and the panel
  • the outer surface of the piece is on a flat surface.
  • a second recess for placing the shelf connector is disposed on the side surface of the lightweight wall panel.
  • FIG 8 is a schematic view showing the structure of the lightweight slab in the present invention.
  • the lightweight slab 7 is prefabricated by a slab steel frame and a lightweight concrete cast in a slab steel frame, and the slab steel enclosure includes Floor The steel frame 22 and the two reinforcing mesh faces 23, which are fixed to the floor steel frame 22, are located at the top and bottom of the floor steel frame 22, respectively.
  • the lightweight floor slab 7 is provided with grooves and projections on both sides in the longitudinal direction for splicing with adjacent lightweight slabs 7, not shown.
  • FIG. 9 is a schematic structural view of a lightweight squat roof panel according to the present invention.
  • the lightweight squat roof panel 8 is a sandwich structure, and an insulating core panel 13 is disposed in the middle of the lightweight squat roof panel 8, and the heat insulating core panel 13 is upper and lower.
  • the two layers are a fly ash foam concrete layer 14, a fly ash foam concrete layer 14 is provided with a fiber reinforced mesh cloth 18, and a lightweight squat roof panel 8 is also provided with steel bars.
  • the angle between the short side and the long side is 40 to 80 degrees, preferably 60 to 75 degrees.
  • the heat insulating core plate 13 is a polyphenyl foamed particle board, a polyurethane foamed board or a phenolic foamed board.
  • the invention also includes the case where the inner wall panel of the house is constructed of one or two layers of lightweight concrete slabs.
  • the invention provides wall panels of different thicknesses, which are flexibly combined into two or three layers of wall panels according to actual weather temperature conditions, and the thickness of the two or three layers of wallboards are the same or different from each other.
  • the lightweight crucible of the present invention is a foam crucible in which more than 50% of fly ash is added, and the lightweight crucible is a lightweight aggregate crucible.
  • the plate is pre-embedded with anti-electromagnetic interference, anti-radiation and anti-infrared detecting materials.
  • the steel skeleton lightweight slab assembly house provided by the invention adopts two layers of wall panels and wraps the steel members between the plates, not only anti-corrosion but also greatly improves the fire resistance performance;
  • the thermal insulation composite board is a hollow slab, and the slab is reduced Weight, material saving, and strength.
  • the method of assembling the steel skeleton lightweight slab assembly house provided by the invention has a short construction period, about 1/6 of the construction period of the ordinary brick-concrete structure, and reduces the labor consumption; the house weight is greatly reduced, and the ordinary brick-concrete house is 70% reduction in weight, only 30 ⁇ 40 kg / square meter, saving 30 ⁇ 40% steel, saving 10 - 15%, increasing construction area by 10 ⁇ 15%, energy saving effect over 80%, good sound insulation .
  • the 16 cm thick wall of the present invention has a sound insulation performance of more than 37 cm thick, and the outer wall is more than 40 db.
  • the water saving during construction is 30 kg per square meter, saving 50% of the cement.

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Abstract

An assembled house (1) make up of steel frame and light concrete panel, which includes steel frame, light concrete wall panel (6), light concrete floor panel (7) and light concrete roof panel (8). The steel frame includes steel posts (2), steel beam (3), steel roof frame (4) and steel joist. The light concrete wall panel (6) includes an outer wall panel (16) and an inner wall panel (15) that parallel to each other and between which there is a hollow interlayer (17). The inner wall panel (15) is set between the steel post (2) and the steel beam (3), the outer wall panel is arranged outside of the steel frame. The connect joining of the adjacent outer wall panel (16) and the adjacent inner wall panel (15) are stagger to each other. The house build according the method is light and well sealed, and there is no hot bridge, it can adapt to both the south and north climate.

Description

钢骨架轻质砼板装配房屋 技术领域  Steel skeleton lightweight seesaw assembly house
本发明涉及一种钢骨架支承和预制砼板现场装配的建筑体系结构, 尤其 涉及一种钢骨架轻质砼板装配房屋。 背景技术  The invention relates to a steel frame support and a prefabricated seesaw on-site assembly architecture, in particular to a steel skeleton lightweight seesaw assembly house. Background technique
现有技术的轻钢装配式房屋通常由轻钢骨架、 墙板、 楼板和屋面板装配 完成, 通常出现以下几种缺陷:  Prior art light steel fabricated houses are usually assembled from light steel skeletons, wall panels, slabs and roof slabs, often with the following drawbacks:
一、 墙板与轻钢柱的连接处常常出现通透的缝隙, 造成热桥 /冷桥现象; 二、 板之间拼接处也容易出现缝隙, 造成热桥 /冷桥现象;  1. There is often a transparent gap between the wallboard and the light steel column, resulting in a thermal bridge/cold bridge phenomenon; 2. The joint between the plates is also prone to gaps, resulting in a thermal bridge/cold bridge phenomenon;
三、 墙板和屋面板通常由一层或二层相同厚度的板构成, 不大便于灵活 适应南北气候影响;  Third, wall panels and roof slabs are usually composed of one or two layers of the same thickness, which is not easy to adapt to the north-south climate impact;
四、 通常轻钢骨架棵露在空气中容易锈蚀, 而且防火性能较差; 五、 单纯靠增加墙体厚度来达到即保温又隔热的目的, 但效果较差; 六、 预制的墙板、 楼板、 屋面板与轻钢骨架的连接通常釆用螺栓、 铆钉 等连接方式, 整体性差,抗剪性差, 抗震性能差;  4. Generally, the light steel skeleton is exposed to the air and easily rusted, and the fire performance is poor. 5. The purpose of simply increasing the thickness of the wall to achieve thermal insulation and heat insulation is poor, but the effect is poor. 6. Prefabricated wallboard, The connection between the slab, the roof slab and the light steel skeleton is usually connected by bolts, rivets, etc., which has poor integrity, poor shear resistance and poor seismic performance;
七、预制的轻质砼板通常跨度不大,只能局限于低层小跨度的房屋中使用; 八、 轻钢骨架和墙板、 楼板、 屋面板上都需要有预埋件, 增加了生产工 序, 同时也不便于构件的灵活装配;  7. Prefabricated lightweight slabs usually have a small span and can only be used in low-rise and small-span houses. 8. Lightweight steel skeletons and wall panels, slabs, and roof slabs need to have embedded parts, which increases the production process. At the same time, it is not convenient for flexible assembly of components;
九、 现有的保温复合板不便于随意地裁剪, 均需要根据具体尺寸在工厂 定制, 不能很好满足现场施工的具体需要;  Nine, the existing insulation composite panels are not easy to cut at will, they need to be customized according to the specific size, and can not meet the specific needs of on-site construction;
十、 建造时间相对长, 人工需要相对大;  10. The construction time is relatively long and the labor needs to be relatively large;
十一、 用钢量比较大。 发明内容 本发明的目的是提供一种钢骨架轻质砼板装配房屋, 能够有效克服现有 技术上述缺陷, 具有环保、 轻质、 墙体灵活布置保温和隔热性能好,防止冷 / 热桥,房屋整体性好,抗剪性强,高强度、 防腐、 用钢量少、 节水、 使用面积增 大、 造价低、 抗震性能强、 耐火性能高、 隔音效果好、 建造时间短、 人工成 本低等优点。 XI. The amount of steel used is relatively large. Summary of the invention The object of the present invention is to provide a steel skeleton lightweight slab assembly house, which can effectively overcome the above defects of the prior art, and has the advantages of environmental protection, light weight, flexible wall arrangement, heat insulation and heat insulation performance, and prevention of cold/heat bridges. Good integrity, strong shear resistance, high strength, anti-corrosion, less steel consumption, water saving, increased use area, low cost, strong seismic performance, high fire resistance, good sound insulation, short construction time, low labor cost, etc. advantage.
为了实现上述发明目的, 本发明提供一种钢骨架轻质砼板装配房屋, 包 括钢骨架、 轻质砼墙板、 轻质砼楼板和轻质砼屋面板, 所述钢骨架包括钢柱、 钢梁, 以及钢屋架或桁架, 所述轻质砼墙板包括彼此平行设置的外层墙板和 内层墙板, 所述外层墙板和所述内层墙板之间设有空气夹层, 所述内层墙板 镶嵌在所述钢柱和所述钢梁之间, 所述外层墙板设置在所述钢骨架外, 所述 相邻外层墙板间的连接缝与所述相邻内层墙板间的连接缝相互错开布置。  In order to achieve the above object, the present invention provides a steel skeleton lightweight slab assembly house including a steel skeleton, a lightweight slab wall, a lightweight slab and a lightweight slab roof, the steel skeleton including steel columns and steel a beam, and a steel roof truss or truss, the outer wall panel comprising an outer wall panel and an inner wall panel disposed parallel to each other, wherein the outer wall panel and the inner wall panel are provided with an air interlayer. The inner wall panel is embedded between the steel column and the steel beam, the outer wall panel is disposed outside the steel skeleton, and the joint between the adjacent outer wall panels and the phase The joint seams between the adjacent inner wall panels are arranged offset from each other.
本发明能够实现如下有益效果:  The invention can achieve the following beneficial effects:
一、 板与立柱之间、 板与板之间用连接件和粘接剂粘接固定、 密封效果 好, 消除了冷 /热桥现象;  1. The board and the column are connected and fixed by the connecting member and the adhesive between the board and the board, and the sealing effect is good, and the cold/heat bridge phenomenon is eliminated;
二、 墙体由一层以上不同厚度和不同构造形式的墙板灵活装配而成, 适应 不同地域气候差异;  Second, the wall is flexibly assembled by more than one layer of wall panels of different thicknesses and different structural forms to adapt to different regional climate differences;
三、钢构件被包裹在墙体里面,防止冷桥 (热桥),防腐且大大提高了耐火性能; 四、 钢构件和砼板均不用预埋件, 使用单独的连接件在现场装配, 减少 生产工序、 便于现场灵活装配和拆装方便;  Third, the steel components are wrapped inside the wall to prevent cold bridges (heat bridges), anti-corrosion and greatly improve the fire resistance; Fourth, steel components and slabs are not embedded, use separate connectors to assemble on site, reduce Production process, easy to assemble and disassemble on site;
五、 墙板和屋面板多用轻质砼保温复合板或轻质砼空心板、 减少板的重 量、 节省材料, 提高强度;  5. Wallboard and roofing panels are often made of lightweight concrete insulation composite panels or lightweight concrete hollow panels, reducing the weight of the panels, saving materials and increasing strength;
六、 轻质砼保温复合板或轻质砼空心板可以钻、 粘、 钉、 锯和刨, 便于 现场施工需要;  6. Lightweight concrete insulation composite panels or lightweight concrete hollow panels can be drilled, glued, nailed, sawed and planed to facilitate on-site construction needs;
七、 建造周期短, 大约为普通砖混结构建造周期的 1/6 , 减轻人工消耗; 八、房屋重量大为减轻,与普通砖混房屋的重量相比降低 70%,仅为 30 ~ 40公斤 /每平方米, 节省钢材 30 ~ 40%, 节省造价 10 ~ 15% , 增加建筑使用面 积 1 0 ~ 15% , 节能效果超过 80% , 隔音效果好外墙隔音在 45db以上, 施工中 节水达到每平方米 30公斤, 节约水泥 50%。 VII. The construction period is short, about 1/6 of the construction period of ordinary brick-concrete structure, reducing labor consumption; 8. The weight of the house is greatly reduced, which is 70% lower than the weight of ordinary brick-concrete houses, only 30 ~ 40 kg. / per square meter, save steel 30 ~ 40%, save cost 10 ~ 15%, increase the use of construction The product has a concentration of 10 to 15%, and the energy-saving effect is over 80%. The sound insulation effect is good. The external wall sound insulation is above 45db. The water saving during construction reaches 30kg per square meter, saving 50% of cement.
附图说明 DRAWINGS
图 1为本发明的钢骨架轻质砼板装配房屋结构示意图;  1 is a schematic structural view of a steel skeleton lightweight slab assembly house according to the present invention;
图 2为本发明钢柱为方钢管时,两层轻质砼墙板组成的墙体的横截面图; 图 3为本发明钢柱为 "H"形钢时,两层轻质砼墙板组成的墙体的横截面图; 图 4为本发明钢梁为方钢管时,两层轻质砼墙板组成的墙体的纵向截面图; 图 5为本发明中干挂件结构示意图;  2 is a cross-sectional view of a wall composed of two layers of lightweight slabs when the steel column is a square steel tube; FIG. 3 is a two-layer lightweight slab wall when the steel column is "H" shaped steel according to the present invention. FIG. 4 is a longitudinal cross-sectional view of a wall composed of two layers of lightweight slab wall panels when the steel beam is a square steel tube of the present invention; FIG. 5 is a schematic structural view of the dry hanging member of the present invention;
图 6为本发明钢梁为" H"形钢时,两层轻质砼墙板组成的墙体的纵向截面图; 图 7为本发明轻质砼墙板的结构和两个轻质砼墙板的连接示意图;  6 is a longitudinal cross-sectional view of a wall composed of two layers of lightweight sill wall panels when the steel beam is an "H"-shaped steel according to the present invention; FIG. 7 is a structure of the lightweight slab wall panel and two lightweight slab walls according to the present invention; Connection diagram of the board;
 One
图 8为本发明中轻质砼楼板结构 r 思图;  Figure 8 is a schematic view of the structure of the lightweight concrete floor slab of the present invention;
图 9为本发明中轻质砼屋面板结构示意图。  Figure 9 is a schematic view showing the structure of a lightweight squat roof panel in the present invention.
附图标记说明: Description of the reference signs:
1 钢骨架轻质砼板装配房屋; 2—钢柱;  1 steel skeleton lightweight slab assembly house; 2 - steel column;
3—钢梁; 4一钢屋架;  3—steel beam; 4 steel roof truss;
5—钢檩条; 6—轻质砼墙板;  5—steel strips; 6—lightweight wallboards;
7—轻质砼楼板; 8—轻质砼屋面板;  7—lightweight slabs; 8—lightweight slab roof panels;
9 墙板连接件; 1 0 板架连接件;  9 wall plate connectors; 1 0 frame connectors;
1 1一粘接点; 12—对穿螺栓;  1 1 a bonding point; 12 - a pair of bolts;
1 3—保温芯板; 14一粉煤灰泡沫混凝土层;  1 3—insulation core board; 14 a fly ash foam concrete layer;
15—内层墙板; 16—外层墙板;  15—inner wall panel; 16—outer wall panel;
17—空气夹层; 18—纤维增强网格布 ;  17—air interlayer; 18—fiber reinforced mesh cloth;
19一干挂件; 20—连接边;  19-hanging pendant; 20-connecting edge;
21—挂件边; 22—楼板钢框架;  21—hanging edge; 22—floor steel frame;
23—钢筋网格面。 具体实施方式 23—Rebar mesh surface. detailed description
图 1为本发明的钢骨架轻质砼板装配房屋结构示意图, 如图 1所示, 该 钢骨架轻质砼板装配房屋 1 包括钢骨架和轻质砼板构件, 其中钢骨架包括钢 柱 2和钢梁 3 , 以及铺设有钢檩条 5的钢屋架 4。 先在钢柱 2上固接钢梁 3构 成房屋的框架, 再将钢屋架 4 固接在该框架上形成房屋的主体钢骨架结构, 并将钢檩条 5固接在钢屋架 4上, 钢柱 2、 钢梁 3、 钢屋架 4和钢檩条 5之间 可以釆用现有一般技术人员常用的固接方式连接, 例如釆用焊接或螺接或铆 接的方式固接, 最终形成房屋的钢骨架结构; 然后将预制的轻质砼墙板 6、 轻质砼楼板 7和轻质砼屋面板 8按照设计装配到对应的位置上, 具体地, 将 轻质砼墙板 6装配在钢柱 1和钢梁 3之间形成房屋的墙体, 将轻质砼楼板 7 装配在钢梁 3之间形成房屋的楼板, 将轻质砼屋面板 8装配在钢屋架 4上形 成房屋的屋面, 最终装配成完整的房屋。  1 is a schematic structural view of a steel skeleton lightweight slab assembly house according to the present invention. As shown in FIG. 1, the steel skeleton lightweight slab assembly house 1 includes a steel skeleton and a lightweight slab member, wherein the steel skeleton includes a steel column 2 And steel beam 3, and steel roof truss 4 with steel rafters 5. Firstly, the steel beam 3 is fixed on the steel column 2 to form a frame of the house, and the steel roof truss 4 is fixed on the frame to form a main steel skeleton structure of the house, and the steel truss 5 is fixed on the steel roof truss 4, the steel column 2. The steel beam 3, the steel roof truss 4 and the steel truss 5 can be connected by a common connection method commonly used by ordinary technicians, for example, by welding or screwing or riveting, and finally forming a steel skeleton of the house. Structure; then prefabricated lightweight siding 6, lightweight slab 7 and lightweight slab roof 8 are assembled to corresponding positions according to design, specifically, the lightweight slab 6 is assembled on the steel column 1 and The wall of the house is formed between the steel beams 3, the lightweight floor slab 7 is assembled between the steel beams 3 to form the floor of the house, and the lightweight slab roof panel 8 is assembled on the steel roof truss 4 to form the roof of the house, and finally assembled into Complete house.
本发明提供的房屋中, 如图 2至图 9所示, 轻质砼墙板 6为两层结构, 包括彼此平行设置的外层墙板 16和内层墙板 15 ,外层墙板 16和内层墙板 1 5 之间设有空气夹层 17 , 内层墙板 15镶嵌在钢柱 2和钢梁 3之间, 外层墙板 16设置在钢柱 2和钢梁 3构成的钢骨架外。 装配房屋时, 相邻的内层墙板 15 的端部通过墙板连接件 9粘接固定,该墙板连接件 9焊接在钢梁 3上,这样内 层墙板 15通过墙板连接件 9与钢梁 3固接, 内层墙板 15还通过板架连接件 1 0与钢柱 2固接。  In the house provided by the present invention, as shown in FIG. 2 to FIG. 9, the lightweight wall panel 6 is a two-layer structure including an outer wall panel 16 and an inner wall panel 15 which are disposed in parallel with each other, and an outer wall panel 16 and An air interlayer 17 is disposed between the inner wall panels 15 , the inner wall panel 15 is embedded between the steel column 2 and the steel beam 3 , and the outer wall panel 16 is disposed outside the steel frame formed by the steel column 2 and the steel beam 3 . When the house is assembled, the ends of the adjacent inner wall panels 15 are bonded and fixed by the wall panel connectors 9, which are welded to the steel beams 3 such that the inner wall panels 15 pass through the wall panel connectors 9 The steel wall 3 is fixed to the steel beam 3, and the inner wall panel 15 is also fixed to the steel column 2 through the frame connecting member 10.
具体地可以将相邻的两块内层墙板 15 通过在接触面上涂敷粘接剂粘接 固定, 通过墙板连接件 9将两块相邻的内层墙板 1 5在端部定位连接, 墙板连 接件 9与内层墙板 15之间也可以通过粘接剂粘接;通过上述方式可以将数个 内层墙板 15相对固定且紧密地连接在一起, 并且通过墙板连接件 9与钢梁 3 进行例如焊接方式固定连接;将内层墙板 15的靠近钢柱 2的一侧边镶嵌粘接 在板架连接件 1 0的 槽中或直接镶嵌粘接在 "H" 形钢柱 2的 槽中, 再将 板架连接件 10焊接在钢柱 2上, 完成与内层墙板 15钢柱 2的固接。 相邻的 两块轻质砼楼板 7通过在接触面上涂敷粘接剂粘接固定, 轻质砼楼板 7的短 边与钢梁 3通过焊接等方式固定连接; 相邻的两块轻质砼屋面板 8通过在接 触面上涂敷粘接剂粘接固定, 并且通过螺栓将轻质砼屋面板 8与钢檩条 5连 接在一起。 板与连接件的固接方式还可以为螺接或铆接等方式。 Specifically, two adjacent inner wall panels 15 may be adhesively fixed by applying an adhesive on the contact surface, and two adjacent inner wall panels 15 are positioned at the ends by the wall panel connecting member 9. The connection between the wall panel connector 9 and the inner wall panel 15 can also be bonded by an adhesive; in the above manner, the plurality of inner wall panels 15 can be relatively fixedly and tightly connected, and connected through the wall panel. The piece 9 is fixedly connected to the steel beam 3 by, for example, welding; the side of the inner wall panel 15 adjacent to the steel column 2 is inlaid and bonded in the groove of the frame connecting member 10 or directly embedded in the "H" In the groove of the steel column 2, The frame connector 10 is welded to the steel column 2 to complete the attachment to the inner wall panel 15 steel column 2. Adjacent two lightweight slabs 7 are bonded and fixed by applying adhesive on the contact surface, and the short sides of the lightweight slab 7 are fixedly connected with the steel beam 3 by welding or the like; two adjacent lightweight materials The squat roof panel 8 is bonded and fixed by applying an adhesive on the contact surface, and the lightweight squat roof panel 8 and the steel truss 5 are joined by bolts. The fixing manner of the plate and the connecting member can also be screwing or riveting.
本发明提供的房屋中, 外层墙板 16设置在钢骨架外, 具体地外层墙板固 定方式可以包括以下两种, 一种是通过粘接剂和对穿连接件进行固定, 另一 种是通过干挂件进行固定, 两种固定方式均将相邻外层墙板间的连接缝与所 述相邻内层墙板间的连接缝相互错开设置。 通过粘接剂与对穿连接件例如对 穿螺栓进行固定的方式为: 在空气夹层 17 中设有数个粘接点 11 , 外层墙板 16和内层墙板 15通过设置在粘接点 11上的粘接剂粘接固定, 为了更稳定地 固定外层墙板 16 , 在用粘接剂粘接的基础上, 在内层墙板 15与外层墙板 16 之间设置对穿螺栓 12 , 通过对穿螺栓 12将内层墙板 15和外层墙板 16连接 在一起, 并且使内层墙板 15和外层墙板 16相互交错设置, 该种固定方式一 般用于单层房屋结构。通过干挂件进行固定的方式为通过干挂件 19将外层墙 板 16设置在钢骨架外, 干挂件 19包括连接边 2 G和挂件边 21 , 连接边 20和 挂件边 21呈 "T" 形结构, 连接边 20与钢梁 3固接, 挂件边 21钩挂在上下 楼层的两个相邻的外层墙板 16端部的凹槽内,该种固定方式一般用于多层房 屋结构, 干挂件 19与钢梁 3固接后, 干挂件 19的挂件边 21所钩挂的分别为 上一层的外层墙板和下一层的外层墙板。 使用干挂件钩挂外层墙板, 将外层 墙板与内层墙板位置相互交错设置, 即外层墙板可以遮挡住相邻的两个内层 墙板之间的缝隙, 该结构能够较好地避免冷 /热桥现象的发生。 上述两种墙板 固定方式中, 内层墙板镶嵌在钢梁与钢柱组成的钢骨架内, 具有较高的钢度 和强度, 可以增强抗侧向力, 避免因摇晃而坍塌; 外层墙板外挂固定与内层 墙板交错设置, 避免冷 /热桥现象的发生; 而且, 在内层墙板和外层墙板之间 具有空气夹层, 由于空气的导热系数较小, 因此可以达到保暖隔热的目的。 本发明提供的房屋中, 轻质砼屋面板也可以做成两层结构, 具体地轻质 砼屋面板包括彼此平行设置的外层屋面板和内层屋面板, 且所述相邻外层屋 面板的连接缝和所述相邻内层屋面板的连接缝彼此交错设置, 同样可以避免 冷 /热桥现象的发生。 In the house provided by the present invention, the outer wall panel 16 is disposed outside the steel frame, and specifically, the outer wall panel fixing manner may include the following two types, one is fixing by the adhesive and the through-the-joint connector, and the other is It is fixed by a dry hanging piece, and the two fixing methods respectively displace the connecting seam between the adjacent outer wall panels and the joint seam between the adjacent inner wall panels. The fixing means for fixing the through-fitting member, for example, the piercing bolt, is: a plurality of bonding points 11 are provided in the air interlayer 17, and the outer wall panel 16 and the inner wall panel 15 are disposed at the bonding point 11 The upper adhesive layer is fixed and fixed, and in order to fix the outer wall panel 16 more stably, a piercing bolt 12 is disposed between the inner wall panel 15 and the outer wall panel 16 on the basis of bonding with an adhesive. The inner wall panel 15 and the outer wall panel 16 are connected together by the bolt 12, and the inner wall panel 15 and the outer wall panel 16 are alternately arranged. The fixing method is generally used for a single-storey house structure. . The fixing by the dry hanging member is such that the outer wall panel 16 is disposed outside the steel frame by the dry hanging member 19, and the hanging member 19 includes the connecting edge 2G and the hanging edge 21, and the connecting edge 20 and the hanging edge 21 have a "T"-shaped structure. The connecting edge 20 is fixed to the steel beam 3, and the hanging edge 21 is hooked in the groove of the end of two adjacent outer wall panels 16 on the upper and lower floors. The fixing method is generally used for the multi-storey house structure, After the hanging member 19 is fixed to the steel beam 3, the hanging edge 21 of the hanging member 19 is hooked by the outer layer wall panel of the upper layer and the outer wall panel of the lower layer. The outer wall panel is hooked by the dry hanging piece, and the outer wall panel and the inner wall panel are alternately arranged, that is, the outer wall panel can block the gap between the adjacent two inner wall panels, and the structure can It is better to avoid the occurrence of cold/thermal bridge phenomena. In the above two wall panel fixing methods, the inner wall panel is embedded in the steel skeleton composed of the steel beam and the steel column, and has high rigidity and strength, can enhance the lateral force resistance, and avoid collapse due to shaking; The wall panel is fixedly connected to the inner wall panel to avoid the occurrence of cold/heat bridge phenomenon; moreover, there is an air interlayer between the inner wall panel and the outer wall panel, which can be achieved due to the small thermal conductivity of the air. The purpose of keeping warm and heat insulation. In the house provided by the present invention, the lightweight slab roof panel can also be formed into a two-layer structure. Specifically, the lightweight slab roof panel comprises an outer roof panel and an inner roof panel disposed in parallel with each other, and the adjacent outer roof panel The joint seam of the panel and the joint seam of the adjacent inner roof panels are staggered with each other, and the occurrence of the cold/heat bridge phenomenon can also be avoided.
具有两层轻质砼墙板和 /或轻质砼屋面板的房屋中, 内层墙板和外层墙板 可以根据实际需求选择不同的板材, 例如外层墙板可以为轻质砼复合保温板 或轻质砼空心板, 内层墙板可以为轻质砼复合保温板或轻质砼空心板或轻质 砼实心板; 外层屋面板可以为轻质砼复合保温板或轻质砼空心板, 内层屋面 板可以为轻质砼复合保温板或轻质砼空心板或轻质砼实心板。 再进一步地, 若选择轻质砼空心板作为外层墙板或外层屋面板时, 可以将轻质砼空心板的 上下两端设置孔洞, 使得整个轻质砼空心板成中空通孔结构, 该结构的轻质 砼空心板可以利用空气动力学的原理, 使得空气在外层板的通孔与外界空气 之间形成空气对流, 更加有效地达到保暖隔热的目的。  In a house with two layers of lightweight slabs and/or lightweight slab roof panels, the inner wall panels and the outer wall panels can be selected according to actual needs. For example, the outer wall panels can be light enamel composite insulation. Plate or lightweight concrete hollow board, the inner wall board can be a lightweight concrete composite insulation board or a lightweight concrete hollow board or a lightweight solid board; the outer roof panel can be a lightweight concrete composite insulation board or a lightweight hollow board The inner roof panel can be a lightweight concrete composite insulation board or a lightweight concrete hollow board or a lightweight solid board. Furthermore, if a lightweight hollow slab is selected as the outer wall panel or the outer roof panel, holes may be provided at the upper and lower ends of the lightweight 砼 hollow panel, so that the entire lightweight 砼 hollow panel has a hollow through-hole structure. The lightweight hollow concrete hollow plate of the structure can utilize the aerodynamic principle, so that air forms air convection between the through hole of the outer layer plate and the outside air, thereby more effectively achieving the purpose of keeping warm and heat insulation.
本实施例中所涉及的轻质砼楼板可以釆用两种类型的楼板, 一种是具有 钢围框的楼板, 另一种是在短边处设置有预埋件的楼板。 若应用具有钢围框 的楼板, 则在装配时可以将钢围框与钢梁通过焊接或螺接方式固接在一起, 若应用具有预埋件的楼板, 则在装配时可以将预埋件和钢梁通过焊接或螺接 方式固接在一起。  The lightweight slabs involved in this embodiment can be used with two types of slabs, one is a slab with a steel frame, and the other is a slab with an embedded part at the short side. If a floor with a steel frame is used, the steel frame and the steel beam can be fixed by welding or screwing together during assembly. If a floor with embedded parts is used, the embedded part can be assembled during assembly. And steel beams are fixed by welding or screwing together.
在上述实施例中, 可以根据所建造的房屋结构要求不同, 例如建造厂房 时, 可以用桁架代替设置有钢檩条的钢屋架, 并将轻质砼屋面板固接在桁架 上, 其它装配结构相同, 此处不再赘述。  In the above embodiments, the structural requirements of the built house may be different. For example, when constructing a factory building, the steel truss provided with the steel truss may be replaced by the truss, and the lightweight slab roof panel is fixed on the truss, and other assembly structures are the same. , will not repeat them here.
本发明提供的钢骨架轻质砼板装配房屋, 通过独立的连接件将相邻板材 连接在一起, 减小了相邻板材之间的缝隙, 提高了密封性, 消除了冷 /热桥现 象; 钢构件和轻质砼墙板使用单独的连接件在现场装配, 减少生产工序、 便 于现场灵活装配和拆装, 缩短建造周期; 所用的各种板材均为预制的, 可以 钻、 粘、 钉、 锯和刨, 便于现场施工需要。 本发明提供的钢骨架轻质砼板装 配房屋钢骨架由轻型钢构件装配而成, 减轻房屋整体重量; 当然釆用重型钢 材搭建钢骨架也在本发明的保护范围之内。 The steel skeleton lightweight slab assembly house provided by the invention connects adjacent plates together through independent connecting members, reduces the gap between adjacent plates, improves the sealing property, and eliminates the cold/heat bridge phenomenon; Steel components and lightweight siding are assembled on site using separate connectors, reducing production processes, facilitating on-site flexible assembly and disassembly, and shortening the construction cycle; the various panels used are prefabricated and can be drilled, glued, nailed, Saw and planer for on-site construction needs. The steel skeleton light slab plate provided by the invention The steel frame of the house is assembled from light steel members to reduce the overall weight of the house; of course, it is also within the scope of the present invention to construct the steel frame with heavy steel.
本发明提供的钢骨架轻质砼板装配房屋为了适应不同地域气候的差异, 可以将墙体设置成多层结构, 以达到保温目的。 本实施例以轻质砼墙板为两 层为例进行说明。  The steel skeleton lightweight slab assembly house provided by the invention can set the wall into a multi-layer structure in order to meet the difference of different regional climates, so as to achieve the purpose of heat preservation. This embodiment is described by taking a lightweight wall panel as two layers.
本发明提供的钢骨架轻质砼板装配房屋中用到的所述钢柱的横截面为 The cross section of the steel column used in the steel skeleton lightweight slab assembly house provided by the present invention is
"H" 形或正方形或矩形, 所述钢梁的横截面为 "H" 形或正方形或矩形, 所 述板架连接件和所述墙板连接件为一端开口的槽形或 "H" 形。 "H" shape or square or rectangular, the steel beam has a cross section of "H" shape or square or rectangular shape, and the shelf connector and the wall panel connector are slotted or "H" shaped at one end. .
如图 2所示, 当钢柱 2为方钢管时, 墙体包括彼此平行设置的外层墙板 16和内层墙板 15 , 外层墙板 16和内层墙板 15之间设有空气夹层 17 , 在空 气夹层 Π中, 设置有若干个粘接点 11 , 在粘接点 11上设置粘接剂, 外层墙 板 16和内层墙板 15通过粘接点 11上的粘接剂粘接固定。 外层墙板 16和内 层墙板 15均为轻质砼复合保温板, 内层墙板 15与钢柱 1通过一端开口的槽 形的板架连接件 10连接, 一端开口的槽形的板架连接件 10封闭一端与钢柱 2侧边焊接或粘接,开口一端镶嵌进内层墙板 15的一端并用粘接剂粘接固定, 内层墙板 15的侧边两两相啮合, 用粘接剂粘接固定, 内层墙板 15与外层墙 板 16之间用粘接点 11的粘接剂粘接固定。 为加强外层墙板的稳定性, 在用 粘接剂粘合的基础上,还可以用对穿螺栓 12将内层墙板 15和外层墙板 16作 进一步地连接固定。 如图所示, 外层墙板 16和内层墙板 15是相互交错设置 的, 也就是说相邻的内层墙板 15之间的缝隙以及钢柱 1和相邻的外层墙板 16的连接缝错开布置, 这样内层墙板 15的连接缝和钢柱 2可以通过外层墙 板 16进行遮挡, 避免出现冷 /热桥现象。  As shown in FIG. 2, when the steel column 2 is a square steel pipe, the wall body includes an outer wall panel 16 and an inner wall panel 15 which are disposed in parallel with each other, and air is disposed between the outer wall panel 16 and the inner wall panel 15. The interlayer 17 is provided with a plurality of bonding points 11 in the air interlayer, and an adhesive is disposed on the bonding points 11, and the outer wall panel 16 and the inner wall panel 15 pass the bonding agent on the bonding point 11. Bonding is fixed. The outer wall panel 16 and the inner wall panel 15 are both lightweight composite insulation boards, and the inner wall panel 15 and the steel column 1 are connected by a slot-shaped frame connecting member 10 which is open at one end, and a slotted plate which is open at one end One end of the frame connecting member 10 is welded or bonded to the side of the steel column 2, and one end of the opening is inlaid into one end of the inner wall panel 15 and is fixed by an adhesive. The side edges of the inner wall panel 15 are meshed with each other. The adhesive is bonded and fixed, and the inner wall panel 15 and the outer wall panel 16 are bonded and fixed by an adhesive of the bonding point 11. In order to enhance the stability of the outer wall panel, the inner wall panel 15 and the outer wall panel 16 may be further joined and fixed by the pair of bolts 12 on the basis of bonding with the adhesive. As shown, the outer wall panel 16 and the inner wall panel 15 are interdigitated, that is, the gap between adjacent inner wall panels 15 and the steel column 1 and the adjacent outer wall panel 16 The joint seams are staggered so that the joint seams of the inner wall panel 15 and the steel columns 2 can be shielded by the outer wall panel 16 to avoid cold/thermal bridge phenomena.
如图 3所示, 当钢柱 2为 "H" 形钢时, 外层墙板 16和内层墙板 15均为 轻质砼复合保温板,其中钢柱 1两侧的两个内层墙板 15的侧边分别镶嵌进" H" 形钢柱 2的两个凹槽内, 并用粘接剂与钢柱 2粘接固定, 内层墙板 15的侧边 两两相啮合, 用粘接剂粘接固定。 内层墙板 15与外层墙板 16之间用粘接点 11 的粘接剂粘接固定。 为加强外层墙板 16 的稳定性, 在用粘接剂粘合的基 础上,还可以用对穿螺栓 12将内层墙板 15和外层墙板 16作进一步地连接固定。 As shown in FIG. 3, when the steel column 2 is an "H" shaped steel, the outer wall panel 16 and the inner wall panel 15 are both lightweight tantalum composite thermal insulation boards, wherein the two inner walls on both sides of the steel column 1 The side edges of the plate 15 are respectively embedded in the two grooves of the "H"-shaped steel column 2, and are bonded and fixed to the steel column 2 by an adhesive, and the side edges of the inner wall panel 15 are meshed with each other by the bonding The agent is fixed by bonding. Bonding point between the inner wall panel 15 and the outer wall panel 16 The adhesive of 11 is bonded and fixed. In order to enhance the stability of the outer wall panel 16, the inner wall panel 15 and the outer wall panel 16 may be further joined and fixed by the piercing bolts 12 on the basis of bonding with an adhesive.
如图 4所示, 当钢梁 3为方钢管即钢梁 3的横截面为正方形时, 内层墙 板 15和外层墙板 16均为轻质砼复合保温板, 内层墙板 15与轻型方钢管钢梁 3通过一端开口的槽形的墙板连接件 9连接,一端开口的槽形的墙板连接件 9 封闭一端与方钢管钢梁 3侧边焊接或螺接, 开口一端内镶嵌有同楼层相邻的 两个内层墙板 15的顶端并用粘接剂粘接固定, 相邻内层墙板 15的侧边两两 相啮合, 用粘接剂粘接固定。 外层墙板 16通过干挂件 19外挂固定在内层墙 板 15外, 如图 5所示, 干挂件 19包括连接边 20和挂件边 21 , 连接边 20和 挂件边 21呈 "T" 形结构, 具体使用时如图 4所示, 连接边 20与钢梁 3焊接 或螺接, 挂件边 21钩挂在上下楼层的相应的两个的外层墙板 16的端部的凹 槽内, 达到固定外层墙板 16的目的。 将外层墙板 16与内层墙板 15位置相互 交错设置,即同楼层相邻的外层墙板 16的连接缝与同楼层的相邻的两个内层 墙板 15的连接缝错开布置,即外层墙板 16遮挡住内层墙板 15的连接缝和钢 柱 2、 钢梁 3 , 该结构能够较好地避免冷 /热桥现象的发生。  As shown in FIG. 4, when the steel beam 3 is a square steel pipe, that is, the steel beam 3 has a square cross section, the inner wall panel 15 and the outer wall panel 16 are both lightweight composite insulation boards, and the inner wall panel 15 is The light square steel pipe beam 3 is connected by a slot-shaped wall plate connecting member 9 which is open at one end, and the closed end of the slot-shaped wall plate connecting member 9 at one end is welded or screwed to the side of the square steel pipe 3, and the opening is inserted at one end. The top ends of the two inner wall panels 15 adjacent to the same floor are bonded and fixed by an adhesive, and the side edges of the adjacent inner wall panels 15 are meshed with each other and bonded and fixed by an adhesive. The outer wall panel 16 is externally fixed to the outer wall panel 15 by the dry hanging member 19. As shown in FIG. 5, the dry hanging member 19 includes a connecting edge 20 and a hanging edge 21, and the connecting edge 20 and the hanging edge 21 have a "T" shape. Specifically, as shown in FIG. 4, the connecting edge 20 is welded or screwed to the steel beam 3, and the hanging edge 21 is hooked in the groove of the end of the corresponding two outer wall panels 16 of the upper and lower floors to reach The purpose of fixing the outer wall panel 16 is. The outer wall panel 16 and the inner wall panel 15 are alternately arranged, that is, the joint seam of the outer wall panel 16 adjacent to the same floor is staggered with the joint seam of the adjacent two inner wall panels 15 of the same floor. That is, the outer wall panel 16 blocks the joint seam of the inner wall panel 15 and the steel column 2 and the steel beam 3, and the structure can better avoid the occurrence of the cold/heat bridge phenomenon.
如图 6所示, 当钢梁 3为 "H" 形时, 内层墙板 15、 外层墙板 16均为轻 质砼复合保温板, 钢梁 3如图设置, "H" 形钢梁的下端面与一端开口的槽形 的墙板连接件 9焊接,将同楼层的相邻的两个内层墙板 15的端部镶嵌在一端 开口的槽形的墙板连接件 9的凹槽内, 并用粘接剂粘接固定; 在钢梁 3上端 面固接有干挂件 19 , 具体地干挂件 19的连接边 20焊接在钢梁 3上端面, 干 挂件 19的挂件边 21伸出内层墙板 62的平面的外侧, 在干挂件 19的挂件边 21上下两侧分别钩挂上下楼层两个相应的外层墙板 16的端部, 挂件边 21钩 挂在上下楼层的两个相应的外层墙板 16 端部的凹槽内, 达到固定外层墙板 16的目的。 将外层墙板 16与内层墙板 15位置相互交错设置, 即外层墙板 16 可以遮挡住同楼层相邻的两个内层墙板 15之间的缝隙,该结构能够较好地避 免冷 /热桥现象的发生。 本发明还包括图 2-图 6没有示出的, 其它的构建方式, 还包括墙体可以 由三层轻质砼墙板构成的形式。 为保持保温隔热的效果, 所述房屋的墙体的 至少一层墙板是轻质砼复合保温墙板。 As shown in Fig. 6, when the steel beam 3 is "H" shape, the inner wall panel 15 and the outer wall panel 16 are all lightweight composite insulation boards, and the steel beam 3 is arranged as shown in the figure, "H" shaped steel beam The lower end surface is welded to the slotted wall panel connector 9 which is open at one end, and the ends of the adjacent two inner wall panels 15 of the same floor are embedded in the groove of the slot-shaped wall panel connector 9 which is open at one end. The inner side of the steel beam 3 is fixed with a dry hanging member 19, and the connecting edge 20 of the dry hanging member 19 is welded to the upper end surface of the steel beam 3, and the hanging edge 21 of the dry hanging member 19 is extended. On the outer side of the plane of the wall panel 62, the ends of the two corresponding outer wall panels 16 of the upper and lower floors are respectively hooked on the upper and lower sides of the hanging edge 21 of the dry hanging member 19, and the two sides of the hanging edge 21 are hooked on the upper and lower floors. The end of the outer wall panel 16 is recessed to achieve the purpose of securing the outer wall panel 16. The outer wall panel 16 and the inner wall panel 15 are mutually staggered, that is, the outer wall panel 16 can block the gap between the two inner wall panels 15 adjacent to the same floor, and the structure can be better avoided. The occurrence of cold/thermal bridge phenomena. The present invention also includes other constructions not shown in Figures 2-6, and includes a form in which the wall can be constructed of three layers of lightweight slabs. In order to maintain the effect of thermal insulation, at least one wall panel of the wall of the house is a lightweight concrete composite wall panel.
图 7为本发明轻质砼墙板的结构和两个轻质砼墙板的连接示意图, 如图 7 所示, 釆用轻质砼复合保温墙板的轻质砼墙板为夹心结构, 所述轻质砼复 合保温板的中间设有保温芯板 1 3 , 保温芯板 1 3为聚苯发泡颗粒板、 聚氨酯 发泡板或酚酸发泡板, 保温芯板 1 3的上下两层为粉煤灰泡沫混凝土层 14 , 粉煤灰泡沫混凝土层 14中设置有纤维增强网格布 18 , 纤维增强网格布 18为 金属网、 玻璃纤维网、 尼龙网或碳纤维网, 纤维增强网格布 18为两层, 一层 为金属网, 另一层为玻璃纤维网、 尼龙网或碳纤维网中的一种。 两层粉煤灰 泡沫混凝土层之间沿垂直于粉煤灰泡沫混凝土层的方向设置有数个加强肋。  Figure 7 is a schematic view showing the structure of the lightweight slab wall panel and the connection of two lightweight slabs according to the present invention. As shown in Fig. 7, the lightweight slab wall panel with the lightweight enamel composite thermal insulation wall panel is a sandwich structure. In the middle of the lightweight enamel composite thermal insulation board, there is an insulating core board 13 , and the insulating core board 13 is a polyphenyl foamed particle board, a urethane foam board or a phenolic acid foam board, and the upper and lower layers of the heat insulating core board 13 For the fly ash foam concrete layer 14, the fly ash foam concrete layer 14 is provided with a fiber reinforced mesh cloth 18, and the fiber reinforced mesh cloth 18 is a metal mesh, a glass fiber mesh, a nylon mesh or a carbon fiber mesh, and a fiber reinforced mesh. The cloth 18 is of two layers, one layer being a metal mesh and the other layer being one of a fiberglass mesh, a nylon mesh or a carbon fiber mesh. Two layers of fly ash Foamed concrete layers are provided with a plurality of reinforcing ribs in a direction perpendicular to the fly ash foam concrete layer.
轻质砼复合保温墙板的保温芯板 1 3 两面上设置有若干沿该板长度方向 伸展的相间排列的 槽和凸起,与上下两侧的粉煤灰泡沫混凝土层 14的相应 排列的凸起和凹槽匹配结合, 该凹槽和凸起被设置成燕尾槽形状。  The insulating core plate of the lightweight enamel composite thermal insulation wall panel 1 3 is provided on both sides with a plurality of grooves and projections arranged along the length of the plate, and correspondingly arranged convexities of the fly ash foam concrete layer 14 on the upper and lower sides The groove and the projection are combined to form a dovetail shape.
轻质砼复合保温墙板的与相邻板连接的两个侧边分别为 槽和凸起用于 与相邻板两个侧边的凸起和凹槽相互啮合, 轻质砼复合保温墙板的外表面上 设有若干凹坑和凸棱, 具有较好的挂浆效果。 轻质砼墙板中还设置有预应力 筋, 砼板的跨度大为提高。  The two side edges of the lightweight 砼 composite thermal insulation wall panel connected to the adjacent panels are respectively grooves and protrusions for intermingling with the protrusions and grooves of the two side edges of the adjacent panels, and the lightweight 砼 composite thermal insulation wall panel The outer surface is provided with a plurality of pits and ribs, which have a better hanging effect. Prestressed tendons are also placed in the lightweight slabs, and the span of the rafts is greatly improved.
作为内层墙板的轻质砼复合保温墙板的表面上与相邻板连接的两个侧边 的凹槽和凸起的位置, 沿板长度方向伸展有一定宽度的第一凹陷部, 所述第 一 陷部的宽度和深度与墙板连接件的宽度和厚度彼此匹配, 用于放置所述 墙板连接件, 使得用墙板连接件连接后的相邻的板与板和墙板连接件的外表 面在一平面上。 同理在轻质砼墙板侧部表面上设置有用于放置所述板架连接 件的第二凹陷部。  a position of a groove and a projection of two side edges connected to an adjacent plate on the surface of the lightweight enamel composite thermal insulation wall panel as an inner wall panel, and a first recessed portion having a certain width extending along the longitudinal direction of the panel The width and depth of the first trap are matched with the width and thickness of the wall panel connector for placing the wall panel connector such that adjacent panels connected by the panel connector are connected to the panel and the panel The outer surface of the piece is on a flat surface. Similarly, a second recess for placing the shelf connector is disposed on the side surface of the lightweight wall panel.
图 8为本发明中轻质砼楼板结构示意图, 如图 8所示, 轻质砼楼板 7由 楼板钢围框和浇铸在楼板钢围框中的轻质砼预制而成, 楼板钢围框包括楼板 钢框架 22和与楼板钢框架 22固接的、分别位于楼板钢框架 22顶部和底部的 两个钢筋网格面 23。轻质砼楼板 7在沿长度方向的两个侧边设有凹槽和凸起, 为的是与相邻的轻质砼楼板 7之间拼接, 在图中未示出。 Figure 8 is a schematic view showing the structure of the lightweight slab in the present invention. As shown in Fig. 8, the lightweight slab 7 is prefabricated by a slab steel frame and a lightweight concrete cast in a slab steel frame, and the slab steel enclosure includes Floor The steel frame 22 and the two reinforcing mesh faces 23, which are fixed to the floor steel frame 22, are located at the top and bottom of the floor steel frame 22, respectively. The lightweight floor slab 7 is provided with grooves and projections on both sides in the longitudinal direction for splicing with adjacent lightweight slabs 7, not shown.
图 9为本发明中轻质砼屋面板结构示意图, 如图 9所示, 轻质砼屋面板 8为夹心结构, 轻质砼屋面板 8中间设有保温芯板 13 , 保温芯板 13的上下两 层为粉煤灰泡沫混凝土层 14 , 粉煤灰泡沫混凝土层 14 中设置有纤维增强网 格布 18 , 轻质砼屋面板 8中还设置有钢筋。 轻质砼屋面板的侧面上, 短边与 长边的夹角为 40 ~ 80度, 优选 60 ~ 75度。 保温芯板 13为聚苯发泡颗粒板、 聚氨酯发泡板或酚醛发泡板。  9 is a schematic structural view of a lightweight squat roof panel according to the present invention. As shown in FIG. 9, the lightweight squat roof panel 8 is a sandwich structure, and an insulating core panel 13 is disposed in the middle of the lightweight squat roof panel 8, and the heat insulating core panel 13 is upper and lower. The two layers are a fly ash foam concrete layer 14, a fly ash foam concrete layer 14 is provided with a fiber reinforced mesh cloth 18, and a lightweight squat roof panel 8 is also provided with steel bars. On the side of the lightweight slab roof panel, the angle between the short side and the long side is 40 to 80 degrees, preferably 60 to 75 degrees. The heat insulating core plate 13 is a polyphenyl foamed particle board, a polyurethane foamed board or a phenolic foamed board.
本发明还包括,房屋的内层墙板由一层或两层轻质砼空心板构成的情况。 本发明提供不同厚度的墙板, 根据实际气候温度条件灵活组合成的由两层或 三层墙板构成的墙体, 并且该两层或三层的墙板厚度彼此一样或不同。  The invention also includes the case where the inner wall panel of the house is constructed of one or two layers of lightweight concrete slabs. The invention provides wall panels of different thicknesses, which are flexibly combined into two or three layers of wall panels according to actual weather temperature conditions, and the thickness of the two or three layers of wallboards are the same or different from each other.
在房屋主体建成后, 在所述外层墙板满粘一层纤维增强网格布。 而且还 要对轻质砼墙板和 /或轻质砼屋面板进行现场切割剪裁。本发明轻质砼为加入 了 50%以上粉煤灰的泡沫砼, 轻质砼为轻骨料砼。 所述板材中预埋有抗电磁 干扰、 抗辐射、 抗红外线探测材料。  After the main body of the house is built, the outer wall panel is covered with a layer of fiber reinforced mesh cloth. In addition, on-site cutting and trimming of lightweight slabs and/or lightweight slab roofs is also required. The lightweight crucible of the present invention is a foam crucible in which more than 50% of fly ash is added, and the lightweight crucible is a lightweight aggregate crucible. The plate is pre-embedded with anti-electromagnetic interference, anti-radiation and anti-infrared detecting materials.
本发明提供的钢骨架轻质砼板装配房屋, 通过釆用两层墙板, 并将钢构 件包裹在板之间, 不但防腐且大大提高了耐火性能; 保温复合板为空心板、 减少板的重量、 节省材料, 提高强度。  The steel skeleton lightweight slab assembly house provided by the invention adopts two layers of wall panels and wraps the steel members between the plates, not only anti-corrosion but also greatly improves the fire resistance performance; the thermal insulation composite board is a hollow slab, and the slab is reduced Weight, material saving, and strength.
应用本方法装配本发明提供的钢骨架轻质砼板装配房屋, 建造周期短, 大约为普通砖混结构建造周期的 1/6 , 减轻人工消耗; 房屋重量大为减轻, 与普通砖混房屋的重量相比降低 70%, 仅为 30 ~ 40公斤 /每平方米, 节省钢 材 30 ~ 40% , 节省造价 10 - 15%, 增加建筑使用面积 10 ~ 15% , 节能效果超过 80%, 隔音效果好。 比如, 本发明的 16厘米厚墙体隔音性能超过 37厘米厚普 通砖墙, 外墙隔音在 40db以上, 施工中节水达到每平方米 30公斤, 节约水 泥 50%。  The method of assembling the steel skeleton lightweight slab assembly house provided by the invention has a short construction period, about 1/6 of the construction period of the ordinary brick-concrete structure, and reduces the labor consumption; the house weight is greatly reduced, and the ordinary brick-concrete house is 70% reduction in weight, only 30 ~ 40 kg / square meter, saving 30 ~ 40% steel, saving 10 - 15%, increasing construction area by 10 ~ 15%, energy saving effect over 80%, good sound insulation . For example, the 16 cm thick wall of the present invention has a sound insulation performance of more than 37 cm thick, and the outer wall is more than 40 db. The water saving during construction is 30 kg per square meter, saving 50% of the cement.

Claims

权 利 要 求 书 Claim
1、 一种钢骨架轻质砼板装配房屋, 包括钢骨架、 轻质砼墙板、 轻质砼楼 板和轻质砼屋面板, 所述钢骨架包括钢柱、 钢梁, 以及钢屋架或桁架, 所述 轻质砼墙板包括彼此平行设置的外层墙板和内层墙板, 所述外层墙板和所述 内层墙板之间设有空气夹层,所述内层墙板镶嵌在所述钢柱和所述钢梁之间, 所述外层墙板设置在所述钢骨架外, 所述相邻外层墙板间的连接缝与所述相 邻内层墙板间的连接缝相互错开布置。  1. A steel skeleton lightweight slab assembly house comprising a steel skeleton, a lightweight slab wall panel, a lightweight slab slab and a lightweight slab roof panel, the steel skeleton comprising steel columns, steel beams, and steel roof trusses or trusses The lightweight wall panel includes an outer wall panel and an inner wall panel disposed parallel to each other, and an air interlayer is disposed between the outer wall panel and the inner wall panel, and the inner wall panel is inlaid Between the steel column and the steel beam, the outer wall panel is disposed outside the steel skeleton, and a joint between the adjacent outer wall panels and the adjacent inner wall panel The joint seams are arranged offset from each other.
2、根据权利要求 1所述的钢骨架轻质砼板装配房屋, 其特征在于所述内 层墙板镶嵌在所述钢柱和所述钢梁之间, 两个相邻的所述内层墙板的端部通 过墙板连接件固定, 所述内层墙板通过所述墙板连接件与所述钢梁固接, 所 述内层墙板通过板架连接件与所述钢柱固接。  2. A steel skeleton lightweight rocker assembly house according to claim 1, wherein said inner wall panel is embedded between said steel column and said steel beam, and said two adjacent inner layers The end of the wall panel is fixed by the wall panel connecting member, and the inner wall panel is fixed to the steel beam through the wall panel connecting member, and the inner layer wall panel is fixed to the steel pillar through the panel connecting member Pick up.
3、根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于所 述外层墙板设置在所述钢骨架外, 所述空气夹层中设有数个粘接点, 所述外 层墙板和所述内层墙板通过设置在所述粘接点上的粘接剂粘接固定。  The steel skeleton lightweight rocker assembly house according to claim 1 or 2, wherein the outer wall panel is disposed outside the steel skeleton, and the air interlayer is provided with a plurality of bonding points. The outer wall panel and the inner wall panel are bonded and fixed by an adhesive disposed on the bonding point.
4、根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于所 述外层墙板设置在所述钢骨架外, 通过干挂件将所述外层墙板外挂在所述内 层墙板外, 所述干挂件包括连接边和挂件边, 所述连接边和挂件边呈 "T" 形 结构, 所述连接边与所述钢梁固接, 所述挂件边钩挂在两个相应的所述外层 墙板端部的凹槽内。  The steel skeleton lightweight rocker assembly house according to claim 1 or 2, wherein the outer wall panel is disposed outside the steel skeleton, and the outer wall panel is externally suspended by a dry hanging member. Outside the inner wall panel, the dry hanging member includes a connecting edge and a hanging edge, the connecting edge and the hanging edge have a "T"-shaped structure, the connecting edge is fixed to the steel beam, and the hanging edge is hooked In the recesses of the ends of the two respective outer wall panels.
5、根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于所 述轻质砼屋面板包括彼此平行设置的外层屋面板和内层屋面板, 且所述外层 屋面板和所述内层屋面板彼此交错设置。  The steel skeleton lightweight rocker assembly house according to claim 1 or 2, wherein the lightweight slab roof panel comprises an outer roof panel and an inner roof panel disposed in parallel with each other, and the outer layer The roof panel and the inner roof panel are staggered with each other.
6、根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于相 邻的所述轻质砼墙板之间, 所述轻质砼楼板之间, 和相邻的所述轻质砼屋面 板之间通过粘接剂粘接固定。  6. A steel skeleton lightweight rocker assembly house according to claim 1 or 2, characterized in that between said adjacent lightweight siding panels, said lightweight slabs, and adjacent ones The lightweight slab roof panels are bonded and fixed by an adhesive.
7、根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于所 述钢柱的横截面为 "H" 形或正方形或矩形, 所述钢梁为 "H" 形钢或所述钢 梁的横截面为正方形或矩形。 The steel skeleton lightweight rocker assembly house according to claim 1 or 2, characterized in that The steel column has a cross section of "H" shape or square or rectangular shape, and the steel beam is "H" shaped steel or the steel beam has a square or rectangular cross section.
8、根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于所 述板架连接件和所述墙板连接件为一端开口的槽形或 "H" 形。  A steel skeleton lightweight rocker assembly house according to claim 1 or 2, wherein said panel connecting member and said wall panel connecting member are in the shape of a trough or "H" which is open at one end.
9、根据权利要求 1所述的钢骨架轻质砼板装配房屋, 其特征在于所述外 层墙板为轻质砼复合保温板或轻质砼空心板, 所述内层墙板为轻质砼复合保 温板或轻质砼空心板或轻质砼实心板。  9. The steel skeleton lightweight rocker assembly house according to claim 1, wherein the outer wall panel is a lightweight concrete composite thermal insulation board or a lightweight concrete hollow board, and the inner wall panel is lightweight.砼 Composite insulation board or lightweight 砼 hollow board or lightweight 砼 solid board.
10、 根据权利要求 9所述的钢骨架轻质砼板装配房屋, 其特征在于以轻 质砼空心板作为所述外层墙板, 所述外层墙板的上下两端设置有孔洞。  10. The steel skeleton lightweight rocker assembly house according to claim 9, wherein the outer wall panel is provided with a lightweight concrete hollow panel, and the upper and lower ends of the outer wall panel are provided with holes.
11、 根据权利要求 5所述的钢骨架轻质砼板装配房屋, 其特征在于所述 外层屋面板为轻质砼复合保温板或轻质砼空心板, 所述内层屋面板为轻质砼 复合保温板或轻质砼空心板或轻质砼实心板。  11. The steel skeleton lightweight rocker assembly house according to claim 5, wherein the outer roof panel is a lightweight concrete composite thermal insulation panel or a lightweight concrete hollow panel, and the inner roof panel is lightweight.砼 Composite insulation board or lightweight 砼 hollow board or lightweight 砼 solid board.
12、根据权利要求 11所述的钢骨架轻质砼板装配房屋, 其特征在于所述 外层屋面板与所述钢檩条通过螺栓连接,所述外层屋面板的端部突出于所述 钢屋架。  The steel skeleton lightweight rocker assembly house according to claim 11, wherein the outer roof panel and the steel stringer are connected by bolts, and an end of the outer roof panel protrudes from the steel Roof truss.
1 3、根据权利要求 9或 11所述的钢骨架轻质砼板装配房屋, 其特征在于 所述轻质砼复合保温板为夹心结构, 所述轻质砼复合保温板的中间设有保温 芯板, 所述保温芯板的上下两层为粉煤灰泡沫混凝土层, 所述粉煤灰泡沫混 凝土层中设置有纤维增强网格布。  The steel skeleton lightweight slab assembly house according to claim 9 or 11, wherein the lightweight enamel composite thermal insulation board is a sandwich structure, and the thermal enamel composite thermal insulation board is provided with an insulation core. The upper and lower layers of the insulating core plate are a fly ash foam concrete layer, and the fly ash foam concrete layer is provided with a fiber reinforced mesh cloth.
14、根据权利要求 1 3所述的钢骨架轻质砼板装配房屋, 其特征在于所述 两层粉煤灰泡沫混凝土层之间沿垂直于所述粉煤灰泡沫混凝土层的方向设置 有数个加强肋。  14. A steel skeleton lightweight rocker assembly house according to claim 13 wherein said two layers of fly ash foam concrete layers are disposed in a direction perpendicular to said fly ash foam concrete layer. Strengthen the ribs.
15、 根据权利要求 1所述的钢骨架轻质砼板装配房屋, 其特征在于所述 内层墙板的顶部表面上设置有用于放置所述墙板连接件的第一凹陷部, 侧部 表面上设置有用于放置所述板架连接件的第二凹陷部。  15. The steel skeleton lightweight rocker assembly house according to claim 1, wherein a top surface of the inner wall panel is provided with a first recess for placing the wall panel connector, and a side surface A second recess for placing the shelf connector is disposed thereon.
16、 根据权利要求 1所述的钢骨架轻质砼板装配房屋, 其特征在于所述 楼板与所述钢梁焊接或螺接固定。 16. The steel skeleton lightweight rocker assembly house according to claim 1, wherein said said The floor is welded or screwed to the steel beam.
17、 根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于 所述轻质砼楼板由楼板钢围框和浇铸在所述楼板钢围框中的轻质砼预制而 成, 所述楼板钢围框包括楼板钢框架和与所述楼板钢框架固接的、 分别位于 所述楼板钢^ I架顶部和底部的两个钢筋网格面。  17. A steel skeleton lightweight rocker assembly house according to claim 1 or 2, wherein said lightweight floor slab is prefabricated by a floor steel frame and a lightweight concrete cast in said floor steel frame. The floor steel frame comprises a floor steel frame and two steel mesh faces fixed to the floor steel frame and located at the top and bottom of the floor steel frame respectively.
18、 根据权利要求 1或 2所述的钢骨架轻质砼板装配房屋, 其特征在于 所述轻质砼楼板的端部设有预埋件。  The steel skeleton lightweight slab assembly house according to claim 1 or 2, wherein the end portion of the lightweight slab is provided with an embedded member.
19、根据权利要求 17所述的钢骨架轻质砼板装配房屋, 其特征在于所述 钢围框与所述钢梁焊接或螺接固定。  A steel skeleton lightweight rocker assembly house according to claim 17, wherein said steel frame is welded or screwed to said steel beam.
20、根据权利要求 13所述的钢骨架轻质砼板装配房屋, 其特征在于以所 述轻质砼空心板作为轻质砼屋面板, 所述轻质砼屋面板中还设置有钢筋。  A steel skeleton lightweight slab assembly house according to claim 13, wherein said lightweight slab hollow panel is used as a lightweight slab roof panel, and said lightweight slab roof panel is further provided with reinforcing bars.
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102162278A (en) * 2011-01-24 2011-08-24 姜志勇 Light steel structure building system
CN104695588A (en) * 2015-02-16 2015-06-10 杨九龙 Enclosing beam, connecting system, design method of enclosing beam and design method of connecting system
CN106193410A (en) * 2016-08-31 2016-12-07 赤峰市建筑科学研究院有限公司 A kind of precast concrete small-sized self waterproofing heat insulation house surface system
CN109629663A (en) * 2018-12-28 2019-04-16 北京泽昌盛建筑科技有限公司 A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization
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Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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US11613888B2 (en) * 2018-07-05 2023-03-28 Ripstaal B.V. Method and means for making a wall by means of securing drywall panels to a background

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2267105A (en) * 1992-05-20 1993-11-24 Albert Seward A wall structure suitable for, e.g. a barbecue, coal bunker, or garden shed
CN1460757A (en) * 2003-06-16 2003-12-10 朱恒杰 Composite light plate guickly-assembled building system
CN1702253A (en) * 2005-06-12 2005-11-30 周荣标 Z-shaped small-sized cement concrete hollow filled non-clod bridge thermal insulation building block and its making method
FR2891290A1 (en) * 2005-09-29 2007-03-30 Daniel Fovet Hollow framework element forming plates fixing device for forming e.g. wall of single family house, has posts assembled by transverse struts, where each post is inserted into one of plates and has length greater than or equal to two meters
CN101078281A (en) * 2006-05-23 2007-11-28 石正 Heat insulating building blocks and producing method
CN201024573Y (en) * 2007-02-09 2008-02-20 北京思诺恩科技有限公司 Interlocked heat insulation building block
CN101191352A (en) * 2006-11-24 2008-06-04 彭代汉 Gypsum hollow building-block double-layer partition wall mounting method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB155120A (en) * 1920-01-02 1920-12-16 Joseph Thewlis Improvements in cavity walls formed of concrete and the like slabs

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2267105A (en) * 1992-05-20 1993-11-24 Albert Seward A wall structure suitable for, e.g. a barbecue, coal bunker, or garden shed
CN1460757A (en) * 2003-06-16 2003-12-10 朱恒杰 Composite light plate guickly-assembled building system
CN1702253A (en) * 2005-06-12 2005-11-30 周荣标 Z-shaped small-sized cement concrete hollow filled non-clod bridge thermal insulation building block and its making method
FR2891290A1 (en) * 2005-09-29 2007-03-30 Daniel Fovet Hollow framework element forming plates fixing device for forming e.g. wall of single family house, has posts assembled by transverse struts, where each post is inserted into one of plates and has length greater than or equal to two meters
CN101078281A (en) * 2006-05-23 2007-11-28 石正 Heat insulating building blocks and producing method
CN101191352A (en) * 2006-11-24 2008-06-04 彭代汉 Gypsum hollow building-block double-layer partition wall mounting method
CN201024573Y (en) * 2007-02-09 2008-02-20 北京思诺恩科技有限公司 Interlocked heat insulation building block

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102162278A (en) * 2011-01-24 2011-08-24 姜志勇 Light steel structure building system
CN104695588A (en) * 2015-02-16 2015-06-10 杨九龙 Enclosing beam, connecting system, design method of enclosing beam and design method of connecting system
CN104695588B (en) * 2015-02-16 2019-01-22 杨九龙 The design method of grit, the design method of connection system and grit and connection system
CN106193410A (en) * 2016-08-31 2016-12-07 赤峰市建筑科学研究院有限公司 A kind of precast concrete small-sized self waterproofing heat insulation house surface system
CN110344497A (en) * 2018-04-03 2019-10-18 保定市建筑设计院有限公司 A kind of portal-rigid frames light house
CN110344497B (en) * 2018-04-03 2024-03-22 保定市建筑设计院有限公司 Light house with portal rigid frame
CN109629663A (en) * 2018-12-28 2019-04-16 北京泽昌盛建筑科技有限公司 A kind of absolutely dry formula concrete house structural and preparation method thereof that is linked and packed of standardization
CN111764689A (en) * 2019-04-01 2020-10-13 大连天一建筑安装工程有限公司 Light concrete house combined by light steel multi-section and steel mesh or dry-hanging wall surface
CN110005065A (en) * 2019-04-22 2019-07-12 马诗涵 A kind of new green energy saving building structure and its construction method
CN113416327A (en) * 2021-04-08 2021-09-21 常州市宏发纵横新材料科技股份有限公司 Method for recycling carbon fiber braided fabric leftover materials in building construction
CN114263268A (en) * 2021-12-03 2022-04-01 山东天齐明达住工科技有限公司 Assembled light heat-insulation quick-installation integrated house and installation method

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