CN201099934Y

CN201099934Y - Energy-saving quake-proof lightweight keel-free slot-free grouting -type architecture combined ribbon board

Info

Publication number: CN201099934Y
Application number: CNU200720121983XU
Authority: CN
Inventors: 张永清
Original assignee: Individual
Current assignee: Individual
Priority date: 2007-08-08
Filing date: 2007-08-08
Publication date: 2008-08-13
Anticipated expiration: 2017-08-08

Abstract

Disclosed is a lightweight non-keel non-slotting grouting type composite slat for buildings, which is energy-saving and shock proof, is a truss-type hollow-structural slat formed by connecting two fiber composite boards with length smaller than 3.6 meters and width smaller than or equal to 0.6 meter through plate-shape connecting pieces orderly arranged, wherein a row of the plate-shape connecting pieces, >=25mm, is stretched out from a long side of one side of the slat and provided with chamfered edge through machining, and the slats are enabled to be in tenon-and-mortise fixed connection. The slat is vertically installed in building frames, in installation, water and electricity pipelines are installed inside a pedestal supported panel, the slat with width of 0.6 meter enables the installation of the pipelines to be quite simple and convenient, after the installation of the pipelines, pedestal supported slats coordinate in installation and are fixed among the top, column, floor surfaces of building floors to form an enclosure wall through plate-shape edge connecting pieces, the slats are connected and fixed through self tenon-and-mortise work, adhesive and self-tapping screws, and then hollow cores of the slats after being installed are injected by core material slurry of light weight, high strength and energy conservation. By employing the grouting and core filling method to the lightweight non-keel non-slotting grouting type composite slat for buildings, performance of the fiber board type wall is weakened due to being without the keel, which can be offset, also functions of the integral shock resistance, noise reduction, energy conservation, safety and the like can be increased, thereby forming the novel wall body with functions of energy conservation, safety, acoustic insulation, having the texture of masonry walls which can be widely applied to various buildings.

Description

Energy-conservation shock-resistant light-weight is exempted from the keel grouting type building combination ribbon of exempting to slot

Technical field

The invention belongs to building wall board and environmental protection and energy saving material

Background technology

Development along with building science, it is a kind of inevitable that construction wall is assembled intelligent transformation by the labour intensive type of building by laying bricks or stones to plate, need the various plates of keel that various advantages are arranged, but also exist simultaneously produce need large pressing machine tool or rolling apparatus, early investment very big, need feature such as keel when installing, so can't reduce building costs and produce and popularize.In addition, need the various plate bodies of wall of keel also to have thin, rapid wear, defectives such as potential safety hazard are arranged, can not satisfy residential houses exterior wall, party wall functional requirement.

Summary of the invention

The objective of the invention is at the problems referred to above, provide a kind of energy-conservation shock-resistant light-weight to exempt from the keel grouting type building combination ribbon of exempting to slot.

Wallboard purpose of the present utility model is achieved in that two block lengths are 0.6 meter or less than 0.6 meter fiber composite plate less than 3.6 meters, width, plate shape connector by orderly arrangement connects, become a kind of truss-like hollow-core construction batten, wherein stretch out 〉=row's plate shape connector of 25mm on the long limit of a side of batten, and be processed with bevel edge, make between batten can the tenon fourth of the twelve Earthly Branches fixedly connected; Stripe board is vertically installed between building frame, during installation, the water power pipeline is installed in Roofing slab earlier, 0.6 the wide batten of rice makes piping erection very easy, after the piping erection, coordinate to install built on stilts batten again, and be fixed on the top of building storey by plate shape limit pin connector, post, form retaining wall between flooring, pass through self tenon fourth of the twelve Earthly Branches between batten, alite paste, the self-tapping screw nail is connected and fixed, in batten is hollow, pour into lightweight after the batten installation again, high-strength, energy-conservation core slurry, energy-conservation shock-resistant light-weight is exempted from the keel grouting type building combination ribbon of exempting to slot, fill out the method for core with grouting, can not only offset does not have the board-like wall performance of the caused fiber of keel to weaken, and the whole antidetonation of raising fiberboard body of wall, noise reduction, energy-conservation, functions such as safety, form energy-conservation, safety, sound insulation and the novel wall with functions such as masonry panel texture can be widely used in various buildings.

The fiber composite plate of the present utility model indication is: glass fiber, string, chemical textile fabric, metallic fiber etc., with water-setting, the compounded plate body material of airsetting material such as cement, gypsum, silico-calcium, organic gel, the long limit otch of fiberboard is processed into domatic or concavo-convex groove face, so that squeegee between plate or paste seam, the plate break joint is disappeared.

The used plate shape connector of the present utility model is: joint face board position is length a 〉=50mm, the rectangle of width b≤25mm, built on stilts plate thickness h 〉=40mm, plate shape connector can directly be processed into the cuboid plate by timber and fibrous composite, also can there be i iron, square through-pipe steel to process, can also form by hard system plastic processing, when plate shape connector is connected with panel, to smear bonding agent on the rectangle face of wooden connector connection panel, fixedly connected with self-tapping screw nail or carpenter's nailing; The fibrous composite connector connects panel and can adopt the be connected and fixed mode identical with wooden connector to connect, also can be directly and panel process together; Connector such as metal, plastics also will be smeared bonding agent on the rectangle face, and is fixedly connected with the self-tapping screw nail.

The used plate shape limit pin connector of the present utility model is: joint face board position is length a 〉=50mm, joint face board position is the rectangle face of width b 〉=45mm, thickness h subtracts 2-4mm for built on stilts panel clear height, it is plate-like that plate shape connector can directly be processed into cuboid by timber and fibrous composite, steel plate that also can useful thickness 〉=1mm is processed into the connector that the thickness h face is the channel-section steel form or the connector of angle steel form, when batten is installed, accurately plate shape limit pin connector is fixed on earlier the beam of building structure greater than the expansion bolt of 8mm with two diameters, plate, post, on the ground, and at joint face board position brushing bonded adhesives, built on stilts batten is installed successively again, fixedly connected with self-tapping screw.

The used plate shape connector arrangement form of the present utility model is: parallel uniform, vertical form such as uniform, vertical array behavior three is arranged and four arrangements.

The used hollow interior grouting agent of batten of the present utility model is: any energy-saving materials such as foaming concrete, expanded pearlite concrete, haydite concrete, granular polystyrene concrete, plant straw concrete, form the high-strength high-performance energy-saving wall, when grouting agent has enough compressive strength, can form bearing wall.

The utility model is achieved in that as the purpose of environmental protection and energy saving material energy-conservation shock-resistant light-weight exempts from the keel grouting type building combination ribbon of exempting to slot, by cold-bridge ratio, the energy-efficient performance that improves body of wall that reduces body of wall, the weight that alleviates body of wall, reach environmental objective such as reducing energy loss, the raw-material exploitation of minimizing.

As better scheme, grouting energy-saving material of the present invention can adopt treated plant straw, waste wood, waste paper, useless cloth, useless foam etc. in conjunction with anticorrosion fire proofing material and curing materials, the synthetic grouting concrete of plant straw, cement gypsum, flyash wherein, have performances such as a large amount of profits are useless, energy-conservation, noise reduction, be worthy to be popularized very much.

Technique effect of the present utility model is:

1. make various fiber composite plates exempt steel joist, reduce use cost;

2. make various fiber composite plates can be used in the external and internal wall of residential houses in a large number by grouting treatment, expand various fiber composite plate usage spaces, reach indirectly and reduce construction wall construction labour intensity, improve efficiency of construction, alleviate construction wall weight, reduce the purpose of building costs;

3. the body of wall energy-saving effect is increased substantially: in the super large space that inter-entity forms, fill the insulation grouting agent, make that the cold bridge situation significantly reduces, the body of wall energy-saving effect significantly improves.

4. body of wall intelligence effect is increased substantially: the super large space that forms between hollow lath, it is intelligent day by day to satisfy building products, increase the requirement that needs the tubing space.

5. the building practical area is increased.

6. building waste is reduced significantly, various need be in body of wall hidden pipeline do not need to beat again groove and bury underground, the shaping of body of wall does not need so to have reduced the generation of a large amount of building wastes with building by laying bricks or stones in a large number and plastering mortar yet yet.

7. wall construction speed is increased substantially, and wallboard, keel, piping erection, energy-saving material combine together, and the shaping of body of wall does not need so to have saved working procedure with building by laying bricks or stones in a large number and plastering mortar yet yet, improve speed of application.

8. building costs is decreased, and wallboard, keel, piping erection, energy-saving material combine together, significantly dwindle the wall thickness degree, alleviate the weight of body of wall, and building costs is decreased.

The present invention is further described below in conjunction with drawings and Examples.

Description of drawings

Fig. 1 is the built on stilts batten schematic diagram of the utility model, and two thin strip-plates 1 make the arrow rack hollow plate firm in structure stable by

plate shape connector

3 and 4 crossing being connected, and plate shape connector 2 stretches out built on stilts batten, becomes connecting elements between batten.

Fig. 2 is the body of wall effect schematic diagram that the built on stilts batten of the utility model is formed, the arrow rack hollow plate is used by plate shape limit pin connector 5 and is fixedly connected on top board 8, flooring plate 9 and the frame column 10, the plate shape connector 2 tenon fourths of the twelve Earthly Branches of stretching out with self between the arrow rack hollow plate are connected and fixed, when wallboard and intercolumniation width have deviation, when monoblock arrow rack hollow plate can not be installed, can fill a vacancy with cutting thin plate 6, arrow rack hollow plate body of wall has grouting perforate 7, can pour into lightweight, energy-conservation, noise reduction, reinforcement grouting agent in wall cavity by this perforate.

Fig. 3, Fig. 4, Fig. 5, Fig. 6 are the phantom drawings of the built on stilts batten mesoplate shape connector various combination form of the utility model.

Fig. 7 is positive facade, side elevation and the frontal plane of projection figure of the utility model plate shape connector, and its long a, wide b, thickness h are that the cuboid of different size is plate-like, and material is wooden or fibrous composite system.

Fig. 8 is positive facade, side elevation and the frontal plane of projection figure of the utility model by the plate shape connector of i iron processing.

Fig. 9 is positive facade, side elevation and the frontal plane of projection figure of the utility model by the plate shape connector of square through-pipe steel processing.

Figure 10 is positive facade, side elevation and the frontal plane of projection figure of the utility model plate shape limit pin connector 5, and material is wooden or fibrous composite system, is fixed on the structural plane by hole for the expansion bolt 11 with expansion bolt.

Figure 11 is positive facade, side elevation and the frontal plane of projection figure of the utility model by the plate shape limit pin connector 5 of channel-section steel processing.

Figure 12 is positive facade, side elevation and the frontal plane of projection figure of the utility model by the plate shape limit pin connector 5 of angle steel processing.

In Fig. 1～Figure 12:

The 1st, thin strip-plate, its long limit otch are domatic or male and fomale(M﹠F) each other.

The 2nd, stretch out the plate shape connector of built on stilts batten, this connecting elements to do chamfered.

3 and 4 is to intersect combined plate shape connector.

The 5th, plate shape limit pin connector.

The 6th, filling a vacancy cuts thin plate.

The 7th, the grouting perforate.

The 8th, at the bottom of the floor beam or plate bottom surface.

The 9th, the floor flooring.

The 10th, frame column or shear wall.

The 11st, hole for the expansion bolt.

Claims

1. energy-conservation shock-resistant light-weight is exempted from the keel grouting type building combination ribbon of exempting to slot, it is characterized in that: two block lengths are 0.6 meter or less than 0.6 meter fiber composite plate less than 3.6 meters, width, plate shape connector by orderly arrangement connects, become a kind of truss-like hollow-core construction batten, wherein stretch out 〉=row's plate shape connector of 25mm on the long limit of a side of batten, and be processed with bevel edge, make between batten can the tenon fourth of the twelve Earthly Branches fixedly connected; Stripe board is vertically installed between building frame, during installation, the water power pipeline is installed in Roofing slab earlier, 0.6 the wide batten of rice makes piping erection very easy, after the piping erection, coordinate to install built on stilts batten again, and be fixed on the top of building storey by plate shape limit pin connector, post, form retaining wall between flooring, pass through self tenon fourth of the twelve Earthly Branches between batten, alite paste, the self-tapping screw nail is connected and fixed, in batten is hollow, pour into lightweight after the batten installation again, high-strength, energy-conservation core slurry forms energy-conservation, safety, sound insulation and novel wall with functions such as masonry panel texture.

2. energy-conservation shock-resistant light-weight according to claim 1 is exempted from the keel grouting type building combination ribbon of exempting to slot, its fiber composite plate is characterised in that: two block lengths are 0.6 meter or less than 0.6 meter fiber composite plate less than 3.6 meters, width, be by glass fiber, string, chemical textile fabric, metallic fiber etc., with water-setting, the compounded plate body material of airsetting material such as cement, gypsum, silico-calcium, organic gel, the long limit otch of fiberboard is processed into domatic or concavo-convex groove face, so that squeegee between plate or paste seam, the plate break joint is disappeared.

3. energy-conservation shock-resistant light-weight according to claim 1 is exempted from the keel grouting type building combination ribbon of exempting to slot, its plate shape connector is characterised in that: joint face board position is length a 〉=50mm, the rectangle of width b≤25mm, built on stilts plate thickness h 〉=40mm, plate shape connector can directly be processed into the cuboid plate by timber and fibrous composite, also i iron can be arranged, the square through-pipe steel processes, can also form by hard system plastic processing, when plate shape connector is connected with panel, to smear bonding agent on the rectangle face of wooden connector connection panel, fixedly connected with self-tapping screw nail or carpenter's nailing; The fibrous composite connector connects panel and can adopt the be connected and fixed mode identical with wooden connector to connect, also can be directly and panel process together; Connector such as metal, plastics also will be smeared bonding agent on the rectangle face, and is fixedly connected with the self-tapping screw nail.

4. energy-conservation shock-resistant light-weight according to claim 1 is exempted from the keel grouting type building combination ribbon of exempting to slot, its plate shape limit pin connector is characterised in that: joint face board position is length a 〉=50mm, joint face board position is the rectangle face of width b 〉=45mm, thickness h subtracts 2-4mm for built on stilts panel clear height, it is plate-like that plate shape connector can directly be processed into cuboid by timber and fibrous composite, steel plate that also can useful thickness 〉=1mm is processed into the connector that the thickness h face is the channel-section steel form or the connector of angle steel form, when batten is installed, accurately plate shape limit pin connector is fixed on earlier the beam of building structure greater than the expansion bolt of 8mm with two diameters, plate, post, on the ground, and at joint face board position brushing bonded adhesives, built on stilts batten is installed successively again, fixedly connected with self-tapping screw.

5. exempt from the keel grouting type building combination ribbon of exempting to slot according to claim 1 or 2 or 3 described energy-conservation shock-resistant light-weights, it is characterized in that: plate shape connector arrangement form is: parallel uniform, vertical form such as uniform, vertical array behavior three is arranged and four arrangements.

6. exempt from the keel grouting type building combination ribbon of exempting to slot according to claim 1 or 2 or 3 described energy-conservation shock-resistant light-weights, grouting agent was characterised in that in it was hollow: any energy-saving materials such as available foaming concrete, expanded pearlite concrete, haydite concrete, granular polystyrene concrete, plant straw concrete, form the high-strength high-performance energy-saving wall, when grouting agent has enough compressive strength, can form bearing wall.