CN105421657A - Foaming cement composite plates with dovetail groove type steel edge rib structures and connecting method thereof - Google Patents
Foaming cement composite plates with dovetail groove type steel edge rib structures and connecting method thereof Download PDFInfo
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- CN105421657A CN105421657A CN201510896751.0A CN201510896751A CN105421657A CN 105421657 A CN105421657 A CN 105421657A CN 201510896751 A CN201510896751 A CN 201510896751A CN 105421657 A CN105421657 A CN 105421657A
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- foam cement
- type steel
- dovetail groove
- groove type
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Retaining Walls (AREA)
- Building Environments (AREA)
- Panels For Use In Building Construction (AREA)
- Finishing Walls (AREA)
Abstract
The invention relates to foaming cement composite plates with dovetail groove type steel edge rib structures and a connecting method thereof. The foaming cement composite plates with the dovetail groove type steel edge rib structures comprise any kind of foaming cement composite bottom plates, foaming cement composite wall plates and foaming cement composite top plates which are provided with dovetail groove type steel frame edge ribs; each dovetail groove type steel frame edge rib is composed of an upper wing flange, a lower wing flange and a dovetail groove edge rib groove, and an embedded part wedge block is arranged in each dovetail groove edge rib groove; the plates are fixedly connected through bolt parts, right-angle-shaped connecting parts and the wedge blocks arranged in the dovetail groove edge rib grooves of the plates; the wedge blocks are slidable, so that the wedge blocks conveniently find the positions to be quickly installed. According to the foaming cement composite plates with the dovetail groove type steel edge rib structures and the connecting method thereof, installing operation is easy and convenient, rapidness and firmness are achieved, wet operation in a construction site is reduced, and environmental pollution and noise emission caused by construction are reduced. The foaming cement composite plates with the dovetail groove type steel edge rib structures are energy-saving and environment-protecting green building products.
Description
Technical field
The invention belongs to building field, refer in particular to and a kind of there is foam cement composite plate of dovetail groove type steel limit rib structure and attaching method thereof.
Background technology
At present, the connection between wallboard sheet material traditional in building field, the general form adopting Type of Welding and mounting.Its shortcoming is: welding process equipment is complicated, and the environment pollution often caused and noise emission, and after welding, secondary is anticorrosion loaded down with trivial details, its inefficiency; And the intensity mounting form needs extra frock to guarantee.
Summary of the invention
The object of the invention is to overcome prior art not enough and provide a kind of there is foam cement composite plate of dovetail groove type steel limit rib structure and attaching method thereof.When connecting between foam cement composite board of the present invention, utilize the dovetail groove type steel limit rib structure be provided with in foam cement composite board quick, easyly can complete mechanical type to connect, substantially increase operating efficiency, avoid the environment pollution because traditional welding causes and noise emission.
Technical scheme of the present invention is:
The present invention has the foam cement composite plate of dovetail groove type steel limit rib structure, various building can be assembled into as playing with building blocks, as: the space structure buildings such as low-rise building, assembling integral vacuum toilet, assembling container construction, assembling integrated building, assembling hexahedron.Connected mode between foam cement composite board of the present invention is that the inside grooves of the dovetail groove type steel limit rib utilizing foam cement composite board to be provided with places the embedded part matched with groove shapes; Embedded part can put into dovetail groove type steel limit costal fovea groove in advance, also can put into when sheet material is installed and connected again; Again by connector, realize the quick connection between each sheet material.
A kind of foam cement composite plate with dovetail groove type steel limit rib structure, it comprise in following sheet material any one: foam cement composite bottom board, foam cement combined wall board, foam cement compound roof, is characterized in that: in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof, be provided with dovetail groove type steel frame limit rib; Described dovetail groove type steel frame limit rib, is made up of upper bottom flange and dovetail trough rim costal fovea groove; And insert portion wedge is provided with in described dovetail trough rim costal fovea groove.
Wherein, the connection between described foam cement combined wall board and described foam cement composite bottom board is that the wedge by being provided with in bolt part, connector and sheet material dovetail trough rim costal fovea groove is connected and fixed.
Connection between described foam cement combined wall board and described foam cement combined wall board is that the wedge by being provided with in bolt part, connector and sheet material dovetail trough rim costal fovea groove is connected and fixed.
Connection between described foam cement combined wall board and described foam cement compound roof is that the wedge by being provided with in bolt part, connector and sheet material dovetail trough rim costal fovea groove is connected and fixed.
Described foam cement composite bottom board, is made up of steel frame, steel bar girder, gauze wire cloth, inorganic foamed cement core, up and down cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, described gauze wire cloth can overallly lay or part is laid.Foam cement composite bottom board described in the present invention also can be floor.
Described foam cement combined wall board, is made up of steel frame, up and down gauze wire cloth, several steel rings socketed with upper and lower gauze wire cloth, inorganic foamed cement core, upper and lower cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, gauze wire cloth can overallly lay or part is laid.
The another kind of structure of described foam cement combined wall board is, is made up of steel frame, gauze wire cloth, steel bar girder, inorganic foamed cement core, up and down cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, described gauze wire cloth can overallly lay or part is laid.
Described foam cement compound roof, is made up of steel frame, gauze wire cloth, steel bar girder, inorganic foamed cement core, up and down cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, described gauze wire cloth can overallly lay or part is laid.
There is a method of attachment for the foam cement composite plate of dovetail groove type steel limit rib structure, it is characterized in that: the method step comprises:
According to designing requirement, make foam cement composite bottom board or foam cement combined wall board or foam cement compound roof; And dovetail groove type steel frame limit rib is provided with in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof; Described dovetail groove type steel frame limit rib, is made up of upper bottom flange and dovetail trough rim costal fovea groove; And insert portion wedge is provided with in described dovetail trough rim costal fovea groove.
Wherein, described foam cement composite bottom board and the method for attachment step of foam cement combined wall board are: first, foam cement composite bottom board is positioned on horizontal basal plane, by designing requirement, foam cement combined wall board is vertically positioned on foam cement composite bottom board relative position; Respectively the wedge being placed with nut is put into the dovetail trough rim costal fovea groove that foam cement composite bottom board and foam cement combined wall board are provided with; Again respectively by bolt through connector, and to be connected and fixed with the nut be placed in wedge, utilize wedge and dovetail groove type steel frame limit rib fastening, thus foam cement composite bottom board and foam cement combined wall board are connected and fixed.
The method of attachment step of described foam cement combined wall board and another block foam cement combined wall board is: by designing requirement, respectively the wedge being placed with nut is put into the dovetail trough rim costal fovea groove that foam cement combined wall board is provided with another block foam cement combined wall board; Again respectively by bolt through connector, and to be connected and fixed with the nut be placed in wedge, utilize wedge and dovetail groove type steel frame limit rib fastening, thus foam cement combined wall board is connected with foam cement combined wall board.
Described foam cement combined wall board and the method for attachment step of foam cement compound roof are: by designing requirement, foam cement compound roof is positioned on foam cement combined wall board, respectively the wedge being placed with nut is put into the dovetail trough rim costal fovea groove that foam cement compound roof and foam cement combined wall board are provided with; Again respectively by bolt through connector, and to be connected and fixed with the nut be placed in wedge, utilize wedge and dovetail groove type steel frame limit rib fastening, thus foam cement combined wall board is connected with foam cement compound roof.
In described dovetail trough rim costal fovea groove, the wedge that is provided with is slidably, so that capturing position and Fast Installation.
The shape of described wedge matches with groove shapes.
Described wedge can be placed in the groove of dovetail trough rim rib in advance, also can be placed in the groove of dovetail trough rim rib when mounted.
The hole coordinated with bolt is provided with in described wedge; And be provided with can the fluting of placing nut.
Another structure of described wedge is in described wedge, be provided with the screwed hole coordinated with bolt.
Another structure of described wedge is, is provided with the bolt with nut screw connection in described wedge.
Described connector is right angle type connector; And on connector, be provided with the via hole matched with bolt.
Described right angle type connector having additional gusset, meeting the intensity of sheet material connection with the intensity by strengthening connector.
Reinforcing rib is provided with, to meet the intensity that sheet material connects in the upper bottom flange of described dovetail trough rim rib.
The invention has the advantages that: industrialization Prefabrication can be adopted owing to having dovetail trough rim rib structure foam cement composite plate, just can complete mechanical system as playing with building blocks at the construction field (site) assembled, therefore fitting operation of the present invention is easy, fast, firmly, greatly reduce the wet practice of job site, reduce the environment pollution and noise emissions of constructing and causing.Foam cement composite plate of the present invention, its fire endurance >=4 hour; Sound insulation >=42 decibel, to form raw material be inorganic material, be non-combustible, the present invention has load bearing heat preserving, heat insulation, durable, antidetonation, light weight, excellent fireproof performance and sound insulation property.The present invention is a kind of green building product of energy-conserving and environment-protective.
Accompanying drawing explanation
Fig. 1-1 is the structural representation of foam cement composite bottom board of the present invention.
Fig. 1-2 is the structural representation of foam cement combined wall board of the present invention.
Fig. 1-3 is the structural representation of foam cement compound roof of the present invention.
Fig. 1-4 is dovetail groove type limit rib sectional view in foam cement composite plate of the present invention.
Fig. 2-1, Fig. 2-2, Fig. 2-3 are wedge structural representation in the embodiment of the present invention 1.
Fig. 3 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement composite bottom board in the embodiment of the present invention 1.
Fig. 4 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement combined wall board in the embodiment of the present invention 1.
Fig. 5 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement compound roof in the embodiment of the present invention 1.
Fig. 6-1, Fig. 6-2 are wedge structural representation in the embodiment of the present invention 2.
Fig. 7 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement composite bottom board in the embodiment of the present invention 2.
Fig. 8-1, Fig. 8-2 are wedge structural representation in the embodiment of the present invention 3.
Fig. 9 is the connecting joint structure schematic diagram of foam cement combined wall board and foam cement composite bottom board in the embodiment of the present invention 3.
Figure 10-1, Figure 10-2 are wedge structural representation in the embodiment of the present invention 4.
Drawing reference numeral illustrates:
Foam cement composite bottom board 1; Foam cement combined wall board 2,2 ';
Foam cement compound roof 3; Steel frame 101; Steel bar girder 102; Inorganic foamed cement core 103; Upper and lower cement screedn 104; Gauze wire cloth 105; Connector 106;
Dovetail groove type limit rib 6; Groove 61; Reinforcing rib 62;
Wedge 7; Hole 70; Fluting 71;
Screwed hole 72; Nut 73; Bolt 74; Bolt sleeve 75; Cover plate 76;
Right angle type connector 8; Via hole 81; Gusset 82.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment, the invention will be further described.
Embodiment 1:
As shown in Fig. 1-1 to Fig. 1-4, Fig. 2-1 to Fig. 2-3, Fig. 3 to Fig. 5, the present invention includes: foam cement composite bottom board 1, foam cement combined wall board 2, foam cement compound roof 3.Dovetail groove type steel frame limit rib 6 is provided with in described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3; Described dovetail groove type steel frame limit rib 6, is made up of upper bottom flange and dovetail trough rim costal fovea groove 61; And insert portion wedge 7 is provided with in described dovetail trough rim costal fovea groove 61; And in described wedge 7, be provided with the hole 70 that coordinates with bolt 74 and can the fluting 71 of placing nut 73.
Connection between described foam cement composite bottom board 1 and described foam cement combined wall board 2 is connected and fixed through right angle type connector 8 and the interior nut 73 placed of wedge 7 by bolt 74;
Connection between described foam cement combined wall board 2 and described foam cement combined wall board 2 ' is connected and fixed through right angle type connector 8 and the interior nut 73 placed of wedge 7 by bolt 74;
Connection between described foam cement combined wall board 2 and described foam cement compound roof 3 is connected and fixed through right angle type connector 8 and the interior nut 73 placed of wedge 7 by bolt 74.
Wherein, described right angle type connector 8 is provided with the via hole 81 matched with bolt.
In embodiments of the present invention, described foam cement composite bottom board 1, is made up of steel frame 101, steel bar girder 102, gauze wire cloth 105, inorganic foamed cement core 103, up and down cement screedn 104 compound; Wherein, gauze wire cloth 105 and steel frame 101 are connected and fixed; According to design requirement, gauze wire cloth 105 can overallly lay or part is laid.
Described foam cement combined wall board 2 or foam cement combined wall board 2 ', be made up of steel frame 101, steel bar girder 102, inorganic foamed cement core 103, up and down gauze wire cloth 105, several connectors 106 socketed with upper and lower gauze wire cloth 105, upper and lower cement screedn 104 compound; Wherein, gauze wire cloth 105 and steel frame 101 are connected and fixed; According to design requirement, gauze wire cloth 105 can overallly lay or part is laid.
Described foam cement compound roof 3, is made up of steel frame 101, gauze wire cloth 105, steel bar girder 102, inorganic foamed cement core 103, up and down cement screedn 104 compound; Wherein, gauze wire cloth 105 and steel frame 101 are connected and fixed; According to design requirement, gauze wire cloth 105 can overallly lay or part is laid.
In described dovetail trough rim costal fovea groove 61, the wedge that is provided with 7 is slidably, so that capturing position and Fast Installation.
Shape and groove 61 matching form of described wedge 6 close.
Described wedge 7 can be placed in the groove 61 of dovetail trough rim rib 6 in advance, also can be placed on when mounted in the groove 61 of dovetail trough rim rib 6.
The installation and connection method step of the embodiment of the present invention 1 foam cement composite plate, it comprises:
According to designing requirement, make foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3; Dovetail groove type steel frame limit rib 6 is provided with in described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3; Described dovetail groove type steel frame limit rib 6, is made up of upper bottom flange and dovetail trough rim costal fovea groove 61; And insert portion wedge 7 is provided with in described dovetail trough rim costal fovea groove 61; The hole 70 that coordinates with bolt 74 and can the fluting 71 of placing nut 73 is provided with in wedge 7.
Wherein, described foam cement composite bottom board 1 with the installation and connection method step of foam cement combined wall board 2 is: first, foam cement composite bottom board 1 is positioned on horizontal basal plane, by designing requirement, foam cement combined wall board 2 is vertically positioned on foam cement composite bottom board 1 relative position; Respectively the wedge 7 being placed with nut 73 is put into the dovetail trough rim costal fovea groove 61 that foam cement composite bottom board 1 and foam cement combined wall board 2 are provided with; Respectively bolt 73 is passed right angle type connector 8 again, and is connected and fixed with the nut 73 be placed in wedge 7, utilize wedge 7 and dovetail groove type steel frame limit rib 6 fastening, thus foam cement composite bottom board 1 is connected with foam cement combined wall board 2:
The installation and connection method step of described foam cement combined wall board and another block foam cement combined wall board is: by designing requirement, respectively the wedge 7 being placed with nut 73 is put into the dovetail trough rim costal fovea groove 61 that foam cement combined wall board 2 is provided with another block foam cement combined wall board 2 '; Respectively bolt 74 is passed right angle type connector 8 again, and be connected and fixed with the nut 73 be placed in wedge 7, utilize wedge 7 and dovetail groove type steel frame limit rib 6 fastening, thus foam cement combined wall board 2 and foam cement combined wall board 2 ' are connected to a fixed.
Described foam cement combined wall board 2 with the installation and connection method step of foam cement compound roof 3 is: by designing requirement, foam cement compound roof 3 is positioned on foam cement combined wall board 2, respectively the wedge 7 being placed with nut 73 is put into the dovetail trough rim costal fovea groove 6 that foam cement compound roof 3 and foam cement combined wall board 2 are provided with; Respectively bolt 73 is passed right angle type connector 8 again, and be connected and fixed with the nut 73 be placed in wedge 7, utilize wedge 7 and dovetail groove type steel frame limit rib 6 fastening, thus foam cement combined wall board 2 and foam cement compound roof 3 are connected to a fixed.
Embodiment 2:
As shown in Fig. 1-1 to Fig. 1-4, Fig. 6-1 to Fig. 6-2, Fig. 7, the present invention includes: foam cement composite bottom board 1, foam cement combined wall board 2, foam cement compound roof 3 as described in Example 1.Dovetail groove type steel frame limit rib 6 is provided with in described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3; Described dovetail groove type steel frame limit rib 6, is made up of upper bottom flange and dovetail trough rim costal fovea groove 61; And insert portion wedge 7 is provided with in described dovetail trough rim costal fovea groove 61; And in wedge 7, be provided with the screwed hole 72 coordinated with bolt 74.
Connection between described foam cement composite bottom board 1 and described foam cement combined wall board 2 is connected and fixed through the wedge 7 be provided with in right angle type connector 8 and sheet material dovetail trough rim costal fovea groove 6 by bolt 74.
Connection between described foam cement combined wall board 2 and described foam cement combined wall board 2 ' is connected and fixed through the wedge 7 be provided with in right angle type connector 8 and sheet material dovetail trough rim costal fovea groove 6 by bolt 74.
Connection between described foam cement combined wall board 2 and described foam cement compound roof 3 is connected and fixed through the wedge 7 be provided with in right angle type connector 8 and sheet material dovetail trough rim costal fovea groove 6 by bolt 74.
Wherein, described right angle type connector 8 is provided with the via hole 81 matched with bolt.
In described dovetail trough rim costal fovea groove 61, the wedge that is provided with 7 is slidably, so that capturing position and Fast Installation.
Shape and groove 61 matching form of described wedge 6 close.
Described wedge 7 can be placed in the groove 61 of dovetail trough rim rib 6 in advance, also can be placed on when mounted in the groove 61 of dovetail trough rim rib 6.
The installation and connection method step of the embodiment of the present invention 2 foam cement composite plate, it comprises:
According to designing requirement, make foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3; Dovetail groove type steel frame limit rib 6 is provided with in described foam cement composite bottom board 1 or foam cement combined wall board 2 or foam cement compound roof 3; Described dovetail groove type steel frame limit rib 6, is made up of upper bottom flange and dovetail trough rim costal fovea groove 61; And insert portion wedge 7 is provided with in described dovetail trough rim costal fovea groove 61; And in wedge 7, be provided with the screwed hole 72 coordinated with bolt 74.
Wherein, described foam cement composite bottom board 1 with the installation and connection method step of foam cement combined wall board 2 is: first, foam cement composite bottom board 1 is positioned on horizontal basal plane, by designing requirement, foam cement combined wall board 2 is vertically positioned on foam cement composite bottom board 1 relative position; Respectively the wedge 7 being placed with nut 73 is put into the dovetail trough rim costal fovea groove 61 that foam cement composite bottom board 1 and foam cement combined wall board 2 are provided with; Respectively bolt 74 is passed right angle type connector 8 again, and be connected and fixed with the screwed hole 72 in wedge 7, utilize wedge 7 and dovetail groove type steel frame limit rib 6 fastening, thus foam cement composite bottom board 1 and foam cement combined wall board 2 are connected to a fixed.
Described foam cement combined wall board 2 with the installation and connection method step of another block foam cement combined wall board 2 ' is: by designing requirement, respectively the wedge 7 being placed with nut 73 is put into the dovetail trough rim costal fovea groove 61 that foam cement combined wall board 2 is provided with another block foam cement combined wall board 2 '; Respectively bolt 74 is passed right angle type connector 8 again, and be connected and fixed with the screwed hole 72 in wedge 7, utilize wedge 7 and dovetail groove type steel frame limit rib 6 fastening, thus foam cement combined wall board 2 and foam cement combined wall board 2 ' are connected to a fixed.
Described foam cement combined wall board 2 with the installation and connection method step of foam cement compound roof 3 is: by designing requirement, foam cement compound roof 3 is positioned on foam cement combined wall board 2, respectively the wedge 7 being placed with nut 73 is put into the dovetail trough rim costal fovea groove 6 that foam cement compound roof 3 and foam cement combined wall board 2 are provided with; Respectively bolt 74 is passed right angle type connector 8 again, and be connected and fixed with the screwed hole 72 in wedge 7, utilize wedge 7 and dovetail groove type steel frame limit rib 6 fastening, thus foam cement combined wall board 2 and foam cement compound roof 3 are connected to a fixed.
Embodiment 3:
As shown in Fig. 1-1 to Fig. 1-4, Fig. 8-1 to Fig. 8-2, Fig. 9, the present embodiment 3 with the difference of embodiment 1 is: one: the another kind of structure of described wedge 7 is, is provided with the bolt 74 coordinated with nut 73 in wedge 7.Its two: on described right angle type connector 8, have additional gusset 82, to meet by strengthening the intensity of connector the intensity that sheet material connects.The further feature of the present embodiment 3 is identical with above-described embodiment 1, therefore is not repeating.
Embodiment 4:
As shown in Fig. 1-1 to Fig. 1-4, Figure 10-1, Figure 10-2, the present embodiment 4 with the difference of embodiment 1 is: in the upper bottom flange of described dovetail trough rim rib 6, be provided with reinforcing rib 62, to meet the intensity that sheet material connects.The further feature of the present embodiment 4 is identical with above-described embodiment 1, therefore is not repeating.
For a person skilled in the art, according to different design requirements, the connected mode in the embodiment of the present invention between foam cement composite board can be carried out independent assortment.Above-described embodiment is the preferred embodiments of the present invention, but is not limited to above-mentioned several mode.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (21)
1. one kind has the foam cement composite plate of dovetail groove type steel limit rib structure, it comprise in following sheet material any one: foam cement composite bottom board, foam cement combined wall board, foam cement compound roof, is characterized in that: in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof, be provided with dovetail groove type steel frame limit rib; Described dovetail groove type steel frame limit rib, is made up of upper bottom flange and dovetail trough rim costal fovea groove; And insert portion wedge is provided with in described dovetail trough rim costal fovea groove.
2. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement composite bottom board, is that the wedge by being provided with in bolt part, connector and sheet material dovetail trough rim costal fovea groove is connected and fixed.
3. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement combined wall board, is that the wedge by being provided with in bolt part, connector and sheet material dovetail trough rim costal fovea groove is connected and fixed.
4. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement compound roof, is that the wedge by being provided with in bolt part, connector and sheet material dovetail trough rim costal fovea groove is connected and fixed.
5. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement composite bottom board, be made up of steel frame, steel bar girder, gauze wire cloth, inorganic foamed cement core, up and down cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, described gauze wire cloth can overallly lay or part is laid.
6. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement combined wall board, be made up of steel frame, up and down gauze wire cloth, several steel rings socketed with upper and lower gauze wire cloth, inorganic foamed cement core, upper and lower cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, gauze wire cloth can overallly lay or part is laid.
7. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the another kind of structure of described foam cement combined wall board is, be made up of steel frame, gauze wire cloth, steel bar girder, inorganic foamed cement core, up and down cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, described gauze wire cloth can overallly lay or part is laid.
8. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement compound roof, be made up of steel frame, gauze wire cloth, steel bar girder, inorganic foamed cement core, up and down cement screedn compound; Described gauze wire cloth and steel frame are connected and fixed; According to design requirement, described gauze wire cloth can overallly lay or part is laid.
9. there is a method of attachment for the foam cement composite plate of dovetail groove type steel limit rib structure, it is characterized in that: the method step comprises: according to designing requirement, make foam cement composite bottom board or foam cement combined wall board or foam cement compound roof; And dovetail groove type steel frame limit rib is provided with in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof; Described dovetail groove type steel frame limit rib, is made up of upper bottom flange and dovetail trough rim costal fovea groove; And insert portion wedge is provided with in described dovetail trough rim costal fovea groove.
10. the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: described foam cement composite bottom board and the method for attachment step of foam cement combined wall board are: be first positioned on horizontal basal plane by foam cement composite bottom board, by designing requirement, foam cement combined wall board is vertically positioned on foam cement composite bottom board relative position; Respectively the wedge being placed with nut is put into the dovetail trough rim costal fovea groove that foam cement composite bottom board and foam cement combined wall board are provided with; Again respectively by bolt through connector, and to be connected and fixed with the nut be placed in wedge, utilize wedge and dovetail groove type steel frame limit rib fastening, thus foam cement composite bottom board and foam cement combined wall board are connected and fixed.
11. methods of attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: the method for attachment step of described foam cement combined wall board and another block foam cement combined wall board is: by designing requirement, respectively the wedge being placed with nut is put into the dovetail trough rim costal fovea groove that foam cement combined wall board is provided with another block foam cement combined wall board; Again respectively by bolt through connector, and to be connected and fixed with the nut be placed in wedge, utilize wedge and dovetail groove type steel frame limit rib fastening, thus foam cement combined wall board is connected with foam cement combined wall board.
12. methods of attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: described foam cement combined wall board and the method for attachment step of foam cement compound roof are: by designing requirement, foam cement compound roof is positioned on foam cement combined wall board, respectively the wedge being placed with nut is put into the dovetail trough rim costal fovea groove that foam cement compound roof and foam cement combined wall board are provided with; Again respectively by bolt through connector, and to be connected and fixed with the nut be placed in wedge, utilize wedge and dovetail groove type steel frame limit rib fastening, thus foam cement combined wall board is connected with foam cement compound roof.
13. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: in described dovetail trough rim costal fovea groove, the wedge that is provided with is slidably, so that capturing position and Fast Installation.
14. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: the shape of described wedge matches with groove shapes.
15. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: described wedge can be placed in the groove of dovetail trough rim rib in advance, also can be placed in the groove of dovetail trough rim rib when mounted.
16. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: in described wedge, be provided with the hole coordinated with bolt; And be provided with can the fluting of placing nut.
17. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: another structure of described wedge is in described wedge, be provided with the screwed hole coordinated with bolt.
18. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: another structure of described wedge is, is provided with the bolt with nut screw connection in described wedge.
19. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: described connector is right angle type connector; And on connector, be provided with the via hole matched with bolt.
20. according to claim 1ly have the foam cement composite plate of dovetail groove type steel limit rib structure or the method for attachment with the foam cement composite plate of dovetail groove type steel limit rib structure according to claim 9, it is characterized in that: on described right angle type connector, have additional gusset, meeting the intensity of sheet material connection with the intensity by strengthening connector; Or/and be provided with reinforcing rib in the upper bottom flange of described dovetail trough rim rib, to meet the intensity that sheet material connects.
21. 1 kinds of methods of attachment with the foam cement composite plate of dovetail groove type steel limit rib structure, it is characterized in that: the connected mode between foam cement composite board, is that the inside grooves of the dovetail groove type steel limit rib utilizing foam cement composite board to be provided with places the embedded part matched with groove shapes; Embedded part can put into dovetail groove type steel limit costal fovea groove in advance, also can put into when sheet material is installed and connected again; Again by connector, realize the quick connection between each sheet material.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510896751.0A CN105421657B (en) | 2015-12-08 | 2015-12-08 | Foam cement composite plate and attaching method thereof with dovetail groove type steel side rib structure |
| PCT/CN2016/100731 WO2017097019A1 (en) | 2015-12-08 | 2016-09-29 | Foaming cement composite plate having dovetail slot type steel edge rib structure, and connecting method therefor |
| JP2018528636A JP6542994B2 (en) | 2015-12-08 | 2016-09-29 | Foam cement composite plate having ant grooved steel edge rib structure and connecting method thereof |
| SG11201804056SA SG11201804056SA (en) | 2015-12-08 | 2016-09-29 | Foam cement composite board with dovetail groove type steel boundary rib structure and connection method thereof |
| AU2016368837A AU2016368837B2 (en) | 2015-12-08 | 2016-09-29 | Foam cement composite board with dovetail groove type steel boundary rib structure and connection method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510896751.0A CN105421657B (en) | 2015-12-08 | 2015-12-08 | Foam cement composite plate and attaching method thereof with dovetail groove type steel side rib structure |
Publications (2)
| Publication Number | Publication Date |
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| CN105421657A true CN105421657A (en) | 2016-03-23 |
| CN105421657B CN105421657B (en) | 2018-10-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510896751.0A Active CN105421657B (en) | 2015-12-08 | 2015-12-08 | Foam cement composite plate and attaching method thereof with dovetail groove type steel side rib structure |
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| Country | Link |
|---|---|
| JP (1) | JP6542994B2 (en) |
| CN (1) | CN105421657B (en) |
| AU (1) | AU2016368837B2 (en) |
| SG (1) | SG11201804056SA (en) |
| WO (1) | WO2017097019A1 (en) |
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| CN106436965A (en) * | 2016-12-08 | 2017-02-22 | 盐城工学院 | Light assembly type rammed earth wall |
| CN106437040A (en) * | 2016-10-11 | 2017-02-22 | 常州绿建板业有限公司 | Roof foam cement insulation board |
| CN106437039A (en) * | 2016-10-11 | 2017-02-22 | 常州绿建板业有限公司 | Foaming cement composite board for roof |
| WO2017097019A1 (en) * | 2015-12-08 | 2017-06-15 | 北京太空板业股份有限公司 | Foaming cement composite plate having dovetail slot type steel edge rib structure, and connecting method therefor |
| CN107060145A (en) * | 2017-02-17 | 2017-08-18 | 中国十七冶集团有限公司 | A kind of quick location and installation construction method of assembled-type house and its wallboard |
| CN108385917A (en) * | 2018-02-24 | 2018-08-10 | 中十冶集团环保科技有限公司 | A kind of external wall thermal insulation/decoration integration board and exempt from external mold exterior wall installation method |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN105421657B (en) | 2018-10-02 |
| AU2016368837B2 (en) | 2020-11-12 |
| SG11201804056SA (en) | 2018-06-28 |
| JP2019504944A (en) | 2019-02-21 |
| JP6542994B2 (en) | 2019-07-10 |
| WO2017097019A1 (en) | 2017-06-15 |
| AU2016368837A1 (en) | 2018-05-31 |
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Address after: 100070 12, 3 building, 1 nuclear Road, Science City, Fengtai District, Beijing. Applicant after: Taikong Intelligent Construction Co.,Ltd. Applicant after: HENGYUAN BUILDING PLATE INDUSTRY CO., LTD. Applicant after: CHANGZHOU LYUJIAN PLATE INDUSTRY CO., LTD. Address before: 100070 12, 3 building, 1 nuclear Road, Science City, Fengtai District, Beijing. Applicant before: Beijing Taikong Panel Industry Corp. Applicant before: HENGYUAN BUILDING PLATE INDUSTRY CO., LTD. Applicant before: CHANGZHOU LYUJIAN PLATE INDUSTRY CO., LTD. |
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