CN107130684A - A kind of fabricated structure and its construction method - Google Patents
A kind of fabricated structure and its construction method Download PDFInfo
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- CN107130684A CN107130684A CN201710388391.2A CN201710388391A CN107130684A CN 107130684 A CN107130684 A CN 107130684A CN 201710388391 A CN201710388391 A CN 201710388391A CN 107130684 A CN107130684 A CN 107130684A
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- wallboard
- floor beam
- floor
- built
- fabricated structure
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- 238000010276 construction Methods 0.000 title claims abstract description 14
- 239000011229 interlayer Substances 0.000 claims abstract description 5
- 239000010410 layer Substances 0.000 claims description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 36
- 239000010959 steel Substances 0.000 claims description 36
- 239000011159 matrix material Substances 0.000 claims description 23
- 239000000463 material Substances 0.000 claims description 17
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 238000005452 bending Methods 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 6
- 239000011521 glass Substances 0.000 claims description 5
- 239000013081 microcrystal Substances 0.000 claims description 4
- 238000009408 flooring Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000004566 building material Substances 0.000 abstract description 13
- 238000010586 diagram Methods 0.000 description 13
- 238000000034 method Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005245 sintering Methods 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
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Classifications
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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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4142—Elements with sockets with transverse hook- or loop-receiving parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- 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
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
-
- 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
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
Abstract
The invention discloses a kind of fabricated structure and its construction method.Including foundation (1), particularly polylith wallboard (2) is connected with the built-in fitting (3) of foundation (1) and constitutes wall, wall connecting that many floor beams (4) are made up of connector (5) and polylith wallboard (2) simultaneously collectively forms a three-dimensional force structure, and many floor beams (4) also constitute the floor beam framework of interlayer, floor (6) connects and composes floorboard with above-mentioned floor beam framework, there is at least one interval section between wallboard (2), at least one piece wallboard (2) has the region of partial cut.The present invention can realize factorial praluction, realize that design is docked with plant produced, the versatility of building materials is at a relatively high, can quickly construct designed building.
Description
Technical field：
The present invention relates to a kind of building, it is specifically related to one kind and is easy to the field erected assembled architecture in construction site
Thing.
Background technology：
The main body of building traditional at present is usually successively to be constituted tier building with brick or/and cement components from basis,
Because scene need to show joints cement, cause construction period very long, field operation management workload is huge, and be easily caused scene easily
Produce substantial amounts of construction waste and refuse pollution is caused to scene.Existing assembled architecture, one kind is easy light sheet material
The one-storey house formula building of composition, the common simple shed in such as construction site, its advantage is to build or dismantle very convenient, but can only be made
For temporary building.It is that the girder steel constituted with the steel of high intensity is built into three-dimensional by welding in advance separately to have a kind of assembled architecture
Space framework, the column of the space framework including each position and horizontal collar tie beam and the various transverse and longitudinal beams of inside, then with
Prefabricated panels or fragment of brick construct the flooring of vertical configuration metope and horizontal interlayer, the more traditional building side of such assembled architecture
Method increases in terms of efficiency, but still suffers from the main body of substantial amounts of site and construct work, and the efficiency of building is still not
Height, can not more crucially realize the factorial praluction of the component of the agent structure of building, and component can not accomplish manufacturer's standard
Change, the method constructed is relative complex and steel frame of main body is easily corroded and reduced the intensity of building in building site, summarizes it
Still various defects are still deposited.
The content of the invention：
The present invention goal of the invention be disclose a kind of building each main component can factorial praluction, entirely standardize, and
Building constitutes a kind of more efficiently three-dimensional stress system, improves strength and stability.
Another goal of the invention of the present invention is to disclose a kind of method for constructing assembled architecture, and the construction method is extremely simple
Just, ultrahigh in efficiency is constructed.
Realize that the technical solution of the present invention is as follows：Including foundation, it is important to polylith wallboard and foundation
Built-in fitting connection and constitute wall, the wall connecting that many floor beams are made up of connector and polylith wallboard simultaneously collectively forms one
Individual three-dimensional force structure, and many floor beams also constitute the floor beam framework of interlayer, floor connects with above-mentioned floor beam framework
Connecing has at least one interval section between composition floorboard, wallboard, at least one block wallboard has the region of partial cut.
Described wallboard includes the matrix with latticed reinforcing bar, and matrix is provided with least two steel joists, steel joist
There are a multiple large through-holes and multiple small through hole, steel joist be arranged in parallel or parallel coexisted with arranged in a crossed manner.
The section structure of described built-in fitting is U-shaped, and its U-type groove coordinates with wallboard；Cross bolts by foundation with it is U-shaped
Built-in fitting connection；Or built-in fitting is the multiple vertical bolts being embedded in foundation.
Described floor beam is I-shaped, and there is the first kink bent inwards the end of the end flat of floor beam,
Above-mentioned planar section has at least row's small through hole, and the vertical support face between two planar sections of I-shaped floor beam has many
Individual large through-hole.
The section configuration of described steel joist is L-type or T-shaped, the oriented wallboard bending in end of the plane parallel with wallboard face
The second kink.
The matrix of described wallboard is the microcrystal glass material of the variable density of high temperature sintering, and transverse and longitudinal is cut out in less dense planes
Groove is simultaneously set after transverse and longitudinal reinforcing bar, is the slurry of high-strength material after groove is built into solidification.
The matrix of described wallboard is cement material, and latticed reinforcing bar and steel joist are prepared with wallboard one-shot forming, reinforcing bar
For one layer or two layers setting.
Described connector has a soleplate, and an edge of soleplate extends the connecting plate of bending, soleplate and connection
There are at least two connection through holes on plate；Or described connecting plate is connected with two pieces of connections that can be rotated around bearing pin by bearing pin and put
Plate, connection wobble plate has connection through hole；Or described connector has a soleplate, the symmetrical two edges of soleplate extend two pieces
The connecting plate of bending, the top edge of connecting plate has recess.
The step of construction method of described fabricated structure, is as follows：
A. foundation is poured, and is embedded to the built-in fitting prepared；
B., wallboard is connected and composed to required external and internal wall with connector and floor beam；
C. the obtained external and internal walls of step b are connected with built-in fitting, connected between external and internal wall with connector, each floor beam
A floor beam framework is connected into each other；
D. the floor beam framework and wallboard of floor and the upper end of above-mentioned steps c external and internal wall are connected and composed into first floor
Face or deck, obtain described assembled architecture.
The floor beam framework obtained using in above-mentioned step c repeats above-mentioned step b~d as the foundation of the second layer
The second layer that must be built, is iteratively repeated step b~d and obtains tier building.
On the floor beam framework that above-mentioned each floor beam is constituted, building one with floor beam has at least one oblique face
Support frame, a roof with least one inclined-plane is connected and composed with connector by floor and support frame.
The building materials of the main frame of building disclosed by the invention can realize factorial praluction, or even according to building
Structure design realizes the structure and size and numbering for providing each building materials on computer completely, disposably realizes building main frame
Building materials scheduling of production, that is, realize design achieved a butt joint with plant produced, while having the advantages that above-mentioned, this hair
Bright fabric structure is relatively easy, and the versatility of building materials is at a relatively high, and the process that building construction is installed at the scene is suitable
Simplicity, can quickly construct designed building.The main framework of the present invention realizes each material and bears corresponding each
The power in direction, as a kind of structure of three-dimensional full stress, the lightness to the life-span of building, stability and building materials has significantly
Raising.
Figure of description：
Fig. 1 is the agent structure schematic diagram of the building of embodiments of the invention.
Fig. 2 is the agent structure schematic diagram of first layer in Fig. 1.
Fig. 3 is the mplifying structure schematic diagram of the link position between the floor beam of floor Liang Yu buildings one in Fig. 2.
Fig. 4 is the mplifying structure schematic diagram that is connected between floor beam and wallboard in Fig. 2.
Fig. 5 is the structural representation that first layer floor is laid in Fig. 2 structure.
Fig. 6 is the structural representation of second layer floor beam.
The mplifying structure schematic diagram that Fig. 7 is connected for floor beam in Fig. 6 with roofing.
Fig. 8 be Fig. 6 in second layer floor beam on lay roof boarding overall structure diagram.
Fig. 9 for the present invention wallboard or floor a kind of embodiment dimensional structure diagram.
Figure 10 is Fig. 9 wallboard or the side structure schematic view of floor.
Figure 11 is Fig. 9 wallboard or another side structure schematic view of floor.
Figure 12 is the structural representation of the connector of the present invention.
Figure 13 is the attachment structure schematic diagram of the wallboard, floor and floor beam of the present invention.
Figure 14 is the floor beam of the present invention and the attachment structure schematic diagram of roof boarding.
Figure 15 is the structural representation of the floor beam of the present invention.
Embodiment：
The embodiment of the present invention is provided with reference to Figure of description, it is necessary to which explanation is specific reality of the invention
The description for applying mode is, in order to be more completely understood technical scheme, and to be not construed as the claim to the present invention
The limitation of protection domain.
With reference to accompanying drawing 1~15, the technical solution of specific embodiment of the invention is：Including foundation 1, basic courses department
Point 1 does not have the basis of substantial difference, generally cement casting with the foundation of existing traditional architecture, there is one smooth upper
Surface, it is important to which polylith wallboard 2 is connected with the built-in fitting 3 of foundation 1 and constitutes wall, many floor beams 4 by connector 5 with
Wall connecting that polylith wallboard 2 is constituted and collectively form a three-dimensional force structure (also will be described in greater detail below this by
Power structure), and many floor beams 4 also constitute the floor beam framework of interlayer, floor 6 connects and composes building with above-mentioned floor beam framework
There is at least one interval section between panel, wallboard 2, that is to say, that having between at least two blocks adjacent wallboards 2 has an interval
The installation site of the interval door as this layer of exterior wall, at least block wallboard 2 has the region of partial cut, and the region is used as installation window
The position of fan, the structure of above-mentioned floor 6 with the structure of wallboard 2 is essentially identical (has specific structure in more detail below to retouch
State), substantially foregoing technical scheme has constituted a complete building, i.e. roof for one layer plane of building,
Continue to set wallboard 2 on foregoing floor beam framework and continue to set second layer floor beam framework then to constitute the second of building
Layer, continues to repeat the building that multilayer is then constructed out in above-mentioned work.
Referring to Figure of description, the concrete structure of embodiments of the invention is provided in more detail, and above-mentioned wallboard 2 is wrapped
The matrix 8 with latticed reinforcing bar 7 is included, matrix 8, which is provided with least two steel joists 9, steel joist 9, there are multiple Hes of large through-hole 10
Multiple small through hole 11, reinforcing bar 7 is located at the inside of matrix 8 to increase whole wallboard 2 intensity and resistant to bending energy on two-dimensional structure
Power, the length direction of steel joist 9 is identical with the short transverse of wallboard 2, and one side of steel joist 9 is fixedly connected with matrix 8, such as steel dragon
The inside that one edge of bone 9 gos deep into matrix 8 is fixedly connected with matrix 8, or the horizontally arranged reinforcing bar 7 in matrix 8 is passed through
It is fixedly connected in the lump with matrix 8 after the through hole of steel joist 9, then steel joist 9 can be made to be scattered in the bigger model of wallboard 2 by active force
Enclose；The one side of large through-hole 10 of steel joist 9 lays pipeline as following in building, on the one hand can further increase steel joist 9
Bending resistance, the effect of multiple small through hole 11 is easy for the connection with other components in building main body.
The section structure of built-in fitting 3 in foregoing foundation 1 is U-shaped, and its U-type groove coordinates with wallboard 2, and U-shaped is pre-
After embedded part 3 is fixedly connected with foundation 1, wallboard 2 can be inserted in the U-type groove of built-in fitting 3, by bolt laterally by foundation
1 is connected with U-shaped built-in fitting 3, and quite a few is entrenched togather for the bottom of U-shaped built-in fitting 3 and wallboard 2, on the one hand improves
Bonding strength after chimeric, on the other hand improves the planarization of a face wall and the uniformity of stress, stability is also improved；
Described built-in fitting 3 can also be the multiple vertical bolts being embedded in foundation 1, and multiple vertical bolts are connected with wallboard 2, this
When foundation 1 upper surface to be plane or stepped；Or in the case of foregoing U-shaped built-in fitting 3, while on basis
The pre-buried multiple vertical bolts in part 1, at this moment vertical bolt can be embedded in the part of the U-type groove of foundation 1, vertical bolt is located at
The planar section of the foundation 1 of in U-shaped built-in fitting or side of the vertical bolt embedment in U-shaped built-in fitting, U-shaped built-in fitting is with hanging down
It is connected simultaneously with wallboard 2 to bolt, further improves wall and the bonding strength of foundation 1 and the convenience of installation.
Foregoing floor beam 4 is I-shaped, and there is the bent inwards the end of the end flat of I-shaped floor beam 4
One kink 12, the planar section of I-shaped floor beam 4 has at least row's small through hole 11, and the two of I-shaped floor beam 4 are flat
There are multiple large through-holes 10 in vertical support face between face point；Or it is additionally provided with multiple small through hole in above-mentioned vertical support face
11；The first foregoing kink 12, which bends inwards, refers to that the first kink 12 is bent to the center section of floor beam 4, and first
Kink 12 is substantially parallel with above-mentioned vertical support face, and a constrained space is formed between first kink 12,
The various later stages can be accommodated in the space needs the pipeline of setting, and the first kink 12 is easier to regard future to above-mentioned space
Need to set barrier plate；Or multiple foregoing small through hole 11 are provided with the first kink 12, in two the first kinks 12
Between a reinforcer (not shown) is bolted to increase the intensity of I-shaped floor beam 4.
The section configuration of foregoing steel joist 9 is L-type, and long-armed one end of L-type steel keel 9 is consolidated with wallboard 2 as previously described
Fixed connection, the long-armed other end has the galianconism of a body extension, and the galianconism is the plane parallel with wallboard face, the end of the plane
The second kink 13 that oriented wallboard 2 is bent, above-mentioned is long-armed for the supporting surface vertical with wallboard 2, foregoing multiple large through-holes
10 on vertical supporting surface, and small through hole 11 is on vertical supporting surface and/or in the plane parallel with wallboard face；It is above-mentioned
The second kink 13 and wallboard 2 between be similarly formed a space, can accommodate the region of various pipelines as one, and regarding needing
Sound insulation or the heat-barrier material of needs can be inserted, the second kink 13 can play an effect of contraction, make installation process more simple
Just.
The matrix 8 of foregoing wallboard 2 is the microcrystal glass material of the variable density of high temperature sintering, and wallboard 2 is made in high density part
Outer surface, the as outer surface in face of the wall of external environment, low-density part is as in face of indoor section, in less dense planes
Cut out horizontal, pod and set after horizontal, longitudinal bar 7, be the slurry of high-strength material after groove is built into solidification；Above-mentioned crystallite
Glass material needs high temperature sintering to be made, and its raw material sources is extensive and cheap and easily-available, is of relatively low cost, it is important to high-strength
Degree, splendid weather resisteant, low-density part have substantial amounts of spatial hole, make the matrix 8 of microcrystal glass material and also have well
Sound-insulating and heat-insulating is acted on, and the density of integral wall is relatively low, i.e., used as the high intensity bearing wall of lightweight, embedment it is latticed
Reinforcing bar 7 further increases the intensity and bending resistance of wallboard, and long-armed one end of steel joist 9 is also placed in above-mentioned as previously described
Groove in realize that steel joist 9 is fixedly connected with matrix 8, be the further bonding strength for improving steel joist 9 and matrix 8 and realize steel
The active force that keel 9 are subject to can preferably diffuse to whole wallboard 2, and the reinforcing bar 7 consistent with the length direction of steel joist 9 is passed through
The small through hole 11 for the arm portion being placed in the matrix 8 of wallboard 2, while being fixedly connected with matrix 8, such reinforcing bar 7 and steel joist 9
Beaer as a stereochemical structure；The matrix 8 of described wallboard 2 can also be traditional cement material, latticed reinforcing bar 7
Prepared with steel joist 9 and the one-shot forming of wallboard 2, reinforcing bar 7 is one layer or two layers setting, can equally realize the quick peace of wallboard 2
Dress.
The connection between connection and floor beam 4 between foregoing wallboard 2, floor 6 and floor beam 4 is to use connector 5
Realize, the first structure of connector 5 is that have a soleplate 14 (shown in the A in Figure 12), itself and one of above-mentioned building materials
A certain position connection, an edge of soleplate 14 extends to be had at least on the connecting plate 15 of bending, soleplate 14 and connecting plate 15
Two connection through holes 16, connecting plate 15 is connected with another connected building materials；Second of structure (Figure 12 of above-mentioned connector 5
In C shown in) be above-mentioned connecting plate 15 by bearing pin be connected with two pieces can around bearing pin rotate connection wobble plates 17, connection pendulum
Plate 17 has connection through hole 16, and the soleplate 14 of the connector 5 of this structure connects a building materials, and connection wobble plate 17 connects another and built
Material, then the latter can be adjusted with respect to the former relative position, this connection piece 5, which is particularly suitable for installing connection, angularly disposed to be built
The panel of material, such as roof；The third structure (shown in the B in Figure 12) of above-mentioned connector 5 is that connector 5 has a soleplate
14, the connecting plate 15 of two pieces of bendings is extended in the symmetrical two edges of soleplate 14, and the top edge of connecting plate 15 has recess 18, should
The connector 5 of structure is because there is two pieces of connecting plates 15, then two pieces of connecting plates 15 can clamp the connecting portion of another building materials or can realize
Two pieces of connecting plates 15 connect a building materials respectively, and recess 18 can accommodate a certain part of another building materials and more preferably connect strong to realize
Degree.
The specific implementation of the specific basic structure and technical scheme of the present invention has been described above, now in conjunction with attached
Figure is briefly described the building main part attachment structure of the present invention.Shown in Fig. 1 is that the building of the present invention is two layers of knot
The schematic diagram of structure, can clearly see that in foundation 1 be that built-in fitting 3 connects the composition of wallboard 2 first by bolt from Fig. 1
Layer, includes the exterior wall and interior wall of building, floor beam framework between first and second floor and the building being connected with the floor beam framework
The wallboard 2 of plate 6 and the second layer, the floor beam framework for having the second layer on the wall of the composition of wallboard 2 of the second layer, such as roof is flat
Roof construction, then only need to set flat roof boarding, the roof boarding and foregoing floor 6 in the floor beam framework of the second layer
Structure it is identical, such as deck be ramp structure, the master built by floor beam 4 is set on the floor beam framework of the second layer
Body support frame, sets tilting roof boarding on the support, wherein first and second layer of exterior wall and inner wall are setting wallboard
Also the interval section of appropriate location is reserved when 2 and using the wallboard 2 for having partial cut by design requirement, then default door can be achieved
The installation site of window, the above is the basic structure shown in Fig. 1；The upper first layer wall and first layer of part 1 based on Fig. 2
The structural representation of floor beam framework, here it is apparent that the overall attachment structure of first layer floor beam framework；What Fig. 3 was provided is
A kind of enlarged diagram of attachment structure between floor beam 4, it is (Figure 12 of connector 5 by the first foregoing structure
In A shown in) soleplate 14 and connecting plate 15 company for realizing two floor beams 4 is connected with the vertical plane of two floor beams respectively
Connect, remaining link position is so connected；What Fig. 4 was provided is floor beam 4 and the enlarged diagram of the attachment structure of wallboard 2, is led to
The connector 5 and bolt of the first foregoing structure are crossed by the end of the lower horizontal component of floor beam 4 and the steel joist 9 of wallboard 2
Connection, substantial floor beam 4 realizes the connection with whole wallboard 2 by the connection with steel joist 9 indirectly, that is to say, that steel joist
On the one hand 9 stress passes to whole wallboard 2 and foundation 1, on the other hand passes to floor beam 4 again and floor beam 4 is constituted
Floor beam framework, that is, realize the stress system or force structure of splendid 3 D stereo, greatly improve whole building thing
Intensity and by flexibility during side force；Structure shown in Figure 13 gives the attachment structure of floor 6 and floor beam 4, wherein
The structure of floor 6 is identical with the structure of wallboard 2；Fig. 9 provides the stereochemical structure of wallboard 2 and Figure 10~11 give the knot of floor 6
Floor 6, is connected by structure by the connector 5 (B in Figure 12) of the third foregoing structure with floor beam 4, and the side of floor 6
Edge accepts and constituted the floorboard of whole floor with horizontal component on floor beam 4；What Fig. 6 and Fig. 8 were provided is building roof
Structure, it is that local support frame is built by floor beam 4 on horizontal second layer floor beam framework, in the building of support frame
Connector 5 of the layer beam 4 provided with second foregoing of structure will be connected with structure with the roof boarding on the identical roof of floor 6, this
When roof boarding can be angularly disposed, referring also to the structure shown in Figure 14.
By the description above, the specific embodiment of the present invention has been described in detail, the second layer is only provided for convenience of understanding
The diagram of building, tier building need to only repeat to build the floor beam framework of multilayer and the inner-outer wall of respective storey.
The basic building block of fabricated structure of the present invention has essential difference with prior art, and then forms only
The step of assembling mode of special building, construction method of described fabricated structure is：A. foundation 1 is poured, and
Be embedded to the built-in fitting 3 for preparing, this pours foundation 1 and is not different with prior art, need to by building sides planar design
It is required that pouring, the built-in fitting 3 of embedment is used in case being connected with wallboard 2；B. wallboard 2 is connected with connector 5 with floor beam 4
Connect the external and internal wall needed for constituting, such floor beam 4 by the steel joist 9 of wallboard 2 and wallboard formation one it is two-dimentional it is common by
Power structure；C. external and internal wall step b obtained is connected with built-in fitting 3, is connected between external and internal wall with connector 5, each floor
Beam 4 connects into a floor beam framework each other, and this design feature is total to floor beam framework and the external and internal wall at each position
With constitute a three-dimensional state stress system, no matter building vertical stress or lateral force, the stress can be effective
Ground is delivered on each building element, it is to avoid the local pressure of building is excessively concentrated and caused local impaired；D. by building
The floor beam framework and wallboard 2 of the upper end of plate 6 and above-mentioned steps c external and internal wall connect and compose first floor face or deck,
As building be multilayer, floor 6 constitute flooring, such as building be individual layer, then floor 6 constitute plane roofing, then on
The each several part stated can obtain the assembled architecture of most basic structure.
The floor beam framework obtained in above step c is the foundation of the second layer, and repeating above-mentioned step b~d must build
The second layer built, is iteratively repeated step b~d and obtains tier building；Only need to be to the chi of above-mentioned each building element for tier building
It is very little to be adjusted with intensity by Architectural Design Requirements, but structure has no essential distinction；Roof such as building needs design
Building one with floor beam 4 for sloping roof, then on the floor beam framework that above-mentioned each floor beam 4 is constituted has an oblique face
Support frame, floor 6 and support frame are connected and composed into a roof with least one inclined-plane with connector 5, such as roof is
Two inclined-planes or many inclined-planes, only need to build corresponding support frame by design requirement.
The structure building materials of fabricated structure disclosed by the invention can accomplish that construction material structure species is minimum, all can be achieved
Batch production and standardized production, are particularly suitable for the few middle low layer fabricated structure of the number of plies, and mounting process is simple, quick,
Job site does not have the technological requirement of cast-in-site or welding, and the management of building is effectively simplified, and is ensureing structural strength
While with stability, production and the administration fee of each link can be greatly reduced.
Claims (11)
1. a kind of fabricated structure, including foundation (1), it is characterised in that polylith wallboard (2) is pre- with foundation (1)
Embedded part (3) connects and constitutes wall, and the wall connecting that many floor beams (4) are made up of connector (5) and polylith wallboard (2) is simultaneously common
With constituting a three-dimensional force structure, and many floor beams (4) also constitute the floor beam framework of interlayer, floor (6) with it is above-mentioned
Floor beam framework connect and compose and have at least one interval section between floorboard, wallboard (2), at least one piece wallboard (2) has office
The region of portion's cutting.
2. the fabricated structure as described in claim 1, it is characterised in that described wallboard (2) includes carrying latticed steel
The matrix (8) of muscle (7), matrix (8), which is provided with least two steel joists (9), steel joist (9), has multiple large through-holes (10) and multiple
Small through hole (11), steel joist (9) be arranged in parallel or parallel coexisted with arranged in a crossed manner.
3. the fabricated structure as described in claim 1 or 2, it is characterised in that the section structure of described built-in fitting (3) is U
Type, its U-type groove coordinates with wallboard (2)；Foundation (1) is connected by cross bolts with U-shaped built-in fitting (3)；Or built-in fitting (3)
To be embedded in multiple vertical bolts in foundation (1).
4. the fabricated structure as described in claim 3, it is characterised in that described floor beam (4) is I-shaped, floor beam
(4) there is the first kink (12) bent inwards the end of end flat, and above-mentioned planar section has an at least row small logical
There are multiple large through-holes (10) in vertical support face between hole (11), two planar sections of I-shaped floor beam (4).
5. the fabricated structure as described in claim 4, it is characterised in that the section configuration of described steel joist (9) is L-type
Or T-shaped, the second kink (13) of the oriented wallboard in end (2) bending of the plane parallel with wallboard face.
6. the fabricated structure as described in claim 5, it is characterised in that the matrix (8) of described wallboard (2) burns for high temperature
The microcrystal glass material of the variable density of knot, after less dense planes cut out transverse and longitudinal groove and set transverse and longitudinal reinforcing bar (7), is built into groove
It is the slurry of high-strength material after solidification.
7. the fabricated structure as described in claim 5, it is characterised in that the matrix (8) of described wallboard (2) is cement material
Material, latticed reinforcing bar (7) and steel joist (9) are prepared with wallboard (2) one-shot forming, and reinforcing bar (7) is one layer or two layers setting.
8. the fabricated structure as described in claim 6 or 7, it is characterised in that described connector (5) has a soleplate
(14), an edge of soleplate (14) extends has at least on the connecting plate (15) of bending, soleplate (14) and connecting plate (15)
Two connection through holes (16)；Or described connecting plate (15) is connected with two pieces of connection wobble plates that can be rotated around bearing pin by bearing pin
(17), connection wobble plate (17) has connection through hole (16)；Or described connector (5) has a soleplate (14), soleplate (14)
The connecting plate (15) of two pieces of bendings is extended in symmetrical two edges, and the top edge of connecting plate (15) has recess (18).
9. the construction method of the fabricated structure as described in one of claim 1~8, the step of it is constructed is as follows：
A. foundation (1) is poured, and is embedded to the built-in fitting (3) prepared；
B., wallboard (2) is connected and composed to required external and internal wall with connector (5) and floor beam (4)；
C. external and internal wall step b obtained is connected with built-in fitting (3), is connected between external and internal wall with connector (5), each floor
Beam (4) connects into a floor beam framework each other；
D. the floor beam framework and wallboard (2) of floor (6) and the upper end of above-mentioned steps c external and internal wall are connected and composed one layer
Flooring or deck, obtain described assembled architecture.
10. the construction method of the fabricated structure as described in claim 9, it is characterised in that to be obtained in above-mentioned step c
Floor beam framework be the second layer foundation, repeat the second layer that above-mentioned step b~d must be built, be iteratively repeated step b
~d obtains tier building.
11. the construction method of the fabricated structure as described in claim 9 or 10, it is characterised in that above-mentioned each floor beam
(4) on the floor beam framework constituted, a support frame with least one oblique face is built with floor beam (4), connector is used
(5) floor (6) and support frame are connected and composed into a roof with least one inclined-plane.
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| CN107916721A (en) * | 2017-10-18 | 2018-04-17 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN107916736A (en) * | 2017-10-18 | 2018-04-17 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN108018974A (en) * | 2017-10-18 | 2018-05-11 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
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| CN108978848A (en) * | 2018-06-25 | 2018-12-11 | 中民筑友房屋科技有限公司 | A kind of assembly method of low-rise freame structural system |
| CN109779004A (en) * | 2019-01-23 | 2019-05-21 | 温州鸿达建设有限公司 | Insulation energy-saving assembling house and its assembly method |
| CN111305456A (en) * | 2020-03-30 | 2020-06-19 | 四川华远建设工程有限公司 | Assembled wall and construction process thereof |
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| CN107916721A (en) * | 2017-10-18 | 2018-04-17 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
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| CN108301544A (en) * | 2018-03-26 | 2018-07-20 | 中建五局华东建设有限公司 | Sandwich combined system and its construction method |
| CN108330969A (en) * | 2018-03-30 | 2018-07-27 | 广州大学 | A kind of modular architectural |
| CN108442529A (en) * | 2018-04-26 | 2018-08-24 | 王晓军 | A kind of cage type structure unit and assembled cage construction building of assembled architecture |
| CN108442529B (en) * | 2018-04-26 | 2023-12-22 | 王晓军 | Cage formula building unit and assembled cage formula structure building of assembled building |
| CN108978848A (en) * | 2018-06-25 | 2018-12-11 | 中民筑友房屋科技有限公司 | A kind of assembly method of low-rise freame structural system |
| CN109779004A (en) * | 2019-01-23 | 2019-05-21 | 温州鸿达建设有限公司 | Insulation energy-saving assembling house and its assembly method |
| CN111305456A (en) * | 2020-03-30 | 2020-06-19 | 四川华远建设工程有限公司 | Assembled wall and construction process thereof |
| CN112177234A (en) * | 2020-08-24 | 2021-01-05 | 江苏远松建筑装饰工程有限公司 | Printed steel plate wall installed by male and female grooves and manufacturing process |
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