CN106013460A - Assembling type house capable of being repeatedly disassembled and assembled - Google Patents
Assembling type house capable of being repeatedly disassembled and assembled Download PDFInfo
- Publication number
- CN106013460A CN106013460A CN201610543644.4A CN201610543644A CN106013460A CN 106013460 A CN106013460 A CN 106013460A CN 201610543644 A CN201610543644 A CN 201610543644A CN 106013460 A CN106013460 A CN 106013460A
- Authority
- CN
- China
- Prior art keywords
- shingle nail
- shingle
- face
- side end
- nut
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to an assembling type house capable of being repeatedly disassembled and assembled. The assembling type house comprises a multilayer structure which is formed by connecting wall panels and floor panels with stair precast slabs, wherein a plurality of nuts are arranged on the front and rear edges and lateral end faces of the wall panels, the floor panels and the stair precast slabs; the nuts symmetrically arranged on the two corresponding lateral end faces are welded through a steel rod or in threaded connection through the steel rod; dent parts are arranged at the front and rear edges of the wall panels and floor panels; the dent parts are communicated with the nuts on the lateral end faces; bolts are adopted for connecting the joint nodes between the wall panels, between the wall panels and the floor panels, between the wall panels and the stair precast slabs and between the floor panels and the stair precast slabs; and the joint nodes are of linear shape, L shape, T shape and crossing shape. The assembling type house adopts bolt connection, different structures of the house are formed by various joint nodes, the bearing and force-transferring effects both meet series requirements of the multilayer assembling type house, and all the assembling components can be repeatedly assembled and disassembled and are reusable, environment-friendly and energy-saving.
Description
Technical field
The present invention relates to a kind of prefabricated buildings, a kind of can the prefabricated buildings of being dismounted for multiple times, belong to field of house buildings.
Background technology
Development along with prefabricated buildings Building technology, increasing building construction in recent years uses fabricated construction to build, not only increasing the speed of application of conventional house building, various modular prefabricated Uniting manufactures, also the standardized work for building construction is laid a good foundation.
Prefabricated buildings are built, its building structure and the construction number of plies all with the design of various prefabricated components and to be connected node closely bound up, especially for low layer, tier building series, the intensity of precoated plate to be considered self, it is also contemplated that the connected mode between various precoated plate.
Existing precoated plate can be divided into difform connection according to the needs of building structure, but its connected mode is broadly divided into wet construction and dry construction, respectively have superiority, no matter use which kind of mode, it is essentially all the construction being realized prefabricated buildings by precoated plate with the cooperation being connected node, and existing precoated plate structure is single, and connecting joint structure is relatively complicated, operation inconvenience, brings unfavorable factor for multilamellar prefabricated buildings building.
Summary of the invention
It is an object of the invention to provide a kind of can the prefabricated buildings of being dismounted for multiple times, modular prefabricated utilize bolt to form various connection node by various, basically reach dry construction, be suitable for multilamellar prefabricated buildings building.
To achieve these goals, the technical solution adopted in the present invention is:
A kind of can the prefabricated buildings of being dismounted for multiple times, the multiple structure being connected to each other including shingle nail, floorboard and stair precoated plate, it is equipped with some nuts on shingle nail, floorboard, the positive and negative edge of stair precoated plate and side end face, and be welded to connect by round steel between symmetrically arranged nut on two corresponding side end faces or threaded by round steel, the positive and negative edge of described shingle nail and floorboard is equipped with recess, and recess is through with the nut on respective side end face；Connection node between shingle nail, between shingle nail and floorboard, between shingle nail and stair precoated plate and between floorboard and stair precoated plate is the most with bolts, connects node and includes yi word pattern, L-type, T-shaped and cross.
Described shingle nail includes elementary cell shingle nail, the shingle nail connecting floorboard, connects the shingle nail of stair, for the shingle nail of compartment with have the shingle nail of cantilevered plate；It is equipped with Radix Saposhnikoviae, waterproof tongue and groove on the side end face of the side end face of shingle nail, the side end face of floorboard and cantilevered plate, at tongue and groove, is equipped with flexible sealing rod；Shingle nail is provided with the trough of pipeline and/or inside is provided with cabling pore；Shingle nail is provided with window and/or door；Shingle nail is provided with built-in fitting.
Nut interval on described recess and shingle nail or floorboard positive and negative edge is arranged alternately or is arranged side by side.
Its positive and negative of shingle nail of described connection floorboard is provided with one group or two groups of multiple rows of nuts；The described shingle nail with cantilevered plate is provided with cantilevered plate, and the positive and negative of cantilevered plate and/or side end face are provided with some nuts, and on the positive and negative of shingle nail, the length direction along cantilevered plate is provided with some nuts；Its positive and negative of shingle nail of described connection stair is provided with some groups and is arranged into stair-stepping nut each other；Its positive and negative of the described shingle nail for compartment is provided with the nut of multiple rows of genesis analysis and the nut of multiple rows of cross direction profiles, and longitudinal nut is crossed to form cross or T-shaped or I shape with horizontal nut；The reverse side of described stair precoated plate is provided with supporting part, and the bottom of supporting part and side end face are equipped with some nuts, and the front edge of stair precoated plate is provided with protuberance.
In the Guan Bi cavity formed after the tongue and groove splicing of described connection node, cast concrete carries out reinforcing and sealing structure, carries out jointing with the material including foam strip and weather-resistant glue in semi-closed cavity.
Described yi word pattern connects node and includes two pieces of shingle nails or two pieces of floorboards, and its side end face is mutually spliced to form yi word pattern structure, and connector is fixed on the positive and negative edge of two pieces of shingle nails or two pieces of floorboards by bolt.
Described L-type connects node and includes two pieces of shingle nails or one piece of shingle nail and one piece of floorboard, the side end face of one of shingle nail or floorboard is spliced to form L-type structure with the front edge of another block shingle nail, being connected fixing for the front edge of the nut on the side end face of one piece of shingle nail or floorboard and another block shingle nail by bolt, two pieces of shingle nails or one piece of shingle nail and one piece of floorboard are fixed together by the both sides of Mosaic face respectively by bolt connector.
Described T-shaped connection node includes that T-shaped normotopia connects node, T-shaped dislocation connects node and T-shaped half dislocation connects node；Described T-shaped normotopia connects node and includes two pieces of shingle nails or one piece of shingle nail and one piece of floorboard, the front of the side end face of one of shingle nail or the side end face of floorboard and another block shingle nail is bolted and is spliced into T-shaped centring structure, and two pieces of shingle nails or one piece of shingle nail and one piece of floorboard are fixed together by the both sides of Mosaic face respectively by bolt connector；Described T-shaped dislocation connects node and includes three pieces of shingle nails, wherein the front edge of shingle nail one is bolted to connection with the side end face of shingle nail two, the reverse side of shingle nail one is bolted to connection with the side end face of shingle nail three, and shingle nail two and shingle nail three be not in same horizontal plane, three pieces of shingle nails constitute T-shaped misconstruction, and the side end face of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three with the front of shingle nail one and the reverse side of shingle nail one with the reverse side of shingle nail two, the front edge of shingle nail two；Described T-shaped half dislocation connects node and includes three pieces of shingle nails, wherein the front edge of shingle nail one is bolted to connection with the side end face of shingle nail two, the reverse side of shingle nail one is bolted to connection with the side end face of shingle nail three, and shingle nail two and shingle nail three partially overlap in same horizontal plane, three pieces of shingle nails constitute T-shaped half misconstruction, the side end face of shingle nail one and the reverse side of shingle nail two, the front edge of shingle nail two and the front of shingle nail one, and the reverse side of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three.
Described cross connection node includes that cross normotopia connects node, cross dislocation connects node and cross half dislocation connects node；Described cross normotopia connects node and includes three pieces of shingle nails, the positive and negative of shingle nail one is connected by bolt and the nut on the side end face of the nut on the side end face of shingle nail two and shingle nail three are fixing respectively, three pieces of shingle nails constitute cross centring structure, and the front of shingle nail one is connected by connector bolt is fixing with the positive and negative edge of shingle nail two, the reverse side of shingle nail one is connected by connector bolt is fixing with the positive and negative edge of shingle nail three；Described cross dislocation connects node and includes three pieces of shingle nails, the front of shingle nail one is connected by bolt and the nut on the side end face of shingle nail two are fixing, the reverse side of shingle nail one is connected by bolt and the nut on the side end face of shingle nail three are fixing, and shingle nail two and shingle nail three be not in same horizontal plane, three pieces of shingle nails constitute cross misconstruction, and the front of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three with the positive and negative edge of shingle nail two and the reverse side of shingle nail one；Described cross half dislocation connects node and includes three pieces of shingle nails, the front of shingle nail one is connected by bolt and the nut on the side end face of shingle nail two are fixing, the reverse side of shingle nail one is connected by bolt and the nut on the side end face of shingle nail three are fixing, and shingle nail two partially overlaps in same horizontal plane with shingle nail three, three pieces of shingle nails constitute cross half misconstruction, and the front of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three with the positive and negative edge of shingle nail two and the reverse side of shingle nail one.
Described connector uses steel plate, is provided with pad between connector and bolt, and connector uses multiple settings or uses integral type to lay continuously.
The prefabricated buildings that the present invention provides, various shingle nails, floorboard and stair precoated plate are attached by mode with bolts, the node that connects utilizing various structures constitutes the different structure in house, and its load-bearing and power transmission effect are satisfied by multilamellar prefabricated buildings building continuous request；Meanwhile, all assembly parts of the present invention can being dismounted for multiple times, convenient recycle, more environmentally-friendly energy-conservation.
Below by way of the drawings and specific embodiments, the present invention is further elaborated.
Accompanying drawing illustrates:
Fig. 1 is the planar structure schematic diagram of prefabricated buildings of the present invention；
Fig. 2 is that elementary cell shingle nail recess and edge nut are spaced the schematic diagram being arranged alternately；
Fig. 3 is the plan structure schematic diagram of Fig. 2；
Fig. 4 is the structural representation that elementary cell shingle nail recess is arranged side by side with edge nut；
Fig. 5 is the plan structure schematic diagram of Fig. 4；
Fig. 6 is to connect the schematic diagram that the shingle nail recess of floorboard is arranged alternately with edge nut；
Fig. 7 is to connect the schematic diagram that the shingle nail recess of stair is arranged alternately with edge nut；
Fig. 8 is to intersect the schematic diagram of T-type structure for shingle nail and longitudinal nut of compartment with horizontal nut；
Fig. 9 is to intersect the schematic diagram of cross-shaped configuration for shingle nail and longitudinal nut of compartment with horizontal nut；
Figure 10 is to intersect the schematic diagram of I-shaped structure for shingle nail and longitudinal nut of compartment with horizontal nut；
Figure 11 is to have the schematic diagram that the shingle nail recess of cantilevered plate is arranged alternately with edge nut；
Figure 12 is the left view that in Figure 11, cantilevered plate tongue and groove uses structure one；
Figure 13 is the left view that in Figure 11, cantilevered plate tongue and groove uses structure two；
Figure 14 is the side structure schematic diagram of stair precoated plate；
Figure 15 is the plan structure schematic diagram of stair precoated plate；
Figure 16 is the structural representation that stair precoated plate is assembled into stair；
Figure 17 is the structural representation that in Figure 16, stair side is connected with guardrail；
Figure 18 is the schematic diagram of yi word pattern connecting joint structure one；
Figure 19 is the structural representation that yi word pattern steel plate uses multiple settings；
Figure 20 is the structural representation that yi word pattern steel plate uses that integral type is laid continuously；
Figure 21 is the schematic diagram of yi word pattern connecting joint structure two；
Figure 22 is the schematic diagram of yi word pattern connecting joint structure three；
Figure 23 is the schematic diagram of L-type connecting joint structure one；
Figure 24 is the schematic diagram of L-type connecting joint structure two；
Figure 25 is the schematic diagram of T-shaped normotopia connecting joint structure one；
Figure 26 is the schematic diagram of T-shaped normotopia connecting joint structure two；
Figure 27 is the structural representation that T-shaped dislocation connects node；
Figure 28 is the structural representation that T-shaped half dislocation connects node；
Figure 29 is the structural representation that cross dislocation connects node；
Figure 30 is the structural representation that cross half dislocation connects node；
Figure 31 is the structural representation that cross normotopia connects node；
Figure 32 is that the shingle nail with cantilevered plate uses structure one connection diagram with floorboard；
Figure 33 is that the shingle nail with cantilevered plate uses structure two connection diagram with floorboard；
Figure 34 is that the shingle nail with cantilevered plate uses structure three connection diagram with floorboard；
Figure 35 is that the shingle nail with cantilevered plate uses structure four connection diagram with floorboard；
Figure 36 is the structural representation that L-type steel plate uses multiple settings；
Figure 37 is the schematic diagram that L-type steel plate uses that integral type is laid continuously.
Detailed description of the invention:
nullIn conjunction with shown in Fig. 1 to Figure 37，The present invention provide a kind of can the prefabricated buildings of being dismounted for multiple times，It is mainly various precoated plates such as shingle nail as shown in Figure 1、The multilayer building that floorboard and stair precoated plate are formed by connecting each other by bolt，Wherein，Design needs according to building structure，Involved shingle nail includes elementary cell shingle nail、Connect the shingle nail of floorboard、Connect the shingle nail of stair、Shingle nail and the shingle nail with cantilevered plate for compartment，The structure of floorboard can refer to elementary cell shingle nail，Between to above-mentioned shingle nail、Between shingle nail and floorboard、Connection between stair precoated plate and shingle nail and between floorboard and stair precoated plate can relate to various connection node，Connect node and also can produce various connection schemes according to the difference of various precoated plate structures，The connection node being wherein mainly concerned with is yi word pattern、L-type、T-shaped and cross.In order to describe the concrete structure of the prefabricated buildings that the present invention provides in detail in detail, the connection node of various modes is described in detail below in conjunction with concrete precoated plate structure, provides multiple choices scheme for building of above-mentioned prefabricated buildings.
As shown in Figures 2 and 3, elementary cell shingle nail is the most basic structure of shingle nail 1, the connection being mainly used between shingle nail and shingle nail, when place floor construction area is bigger, needing to use polylith elementary cell shingle nail to splice, the shingle nail of other structures mentioned above is the most all the structural evolution carried out on the basis of elementary cell shingle nail.Connection side by side between the most above-mentioned various shingle nail (increasing construction area or floor height) and be mutually connected vertically (change construction pattern), its above-mentioned elementary cell shingle nail, connect the shingle nail of floorboard, connect the shingle nail of stair, shingle nail for compartment is equipped with multiple rows of nut 3 on the side end face of the shingle nail with cantilevered plate, and be welded to connect by round steel between symmetrically arranged nut 3 on two corresponding side end faces or threaded by round steel, purpose is the tension effect in order to increase nut 3, the every non-penetrating nut of nut below related to, nut all it is symmetrically arranged with on the face corresponding with face, nut place, and be also to be welded to connect by round steel or threaded by round steel between symmetrically arranged nut on two corresponding faces, its purpose is identical, explanation is below not repeated.
Above-mentioned elementary cell shingle nail, connect the shingle nail of floorboard, connect the shingle nail of stair, also be provided with some nuts 2 for the positive and negative edge of the shingle nail of compartment and the shingle nail with cantilevered plate, nut 2 can use multiple rows of setting, nut 2 can be through nut, can also be non-penetrating nut, the connection node existence difference that two kinds of set-up modes are corresponding.
Connect the shingle nail of floorboard as shown in Figure 6, it adds one group of multiple rows of nut 9 or two groups of multiple rows of nuts 9 at positive and negative on the basis of elementary cell shingle nail, nut 9 is equally through nut or non-penetrating nut, when arranging one group of multiple rows of nut 9, nut 9 may be located at top or the bottom of shingle nail 1, nut 9 is for being attached by bolt with the nut on the side end face of one piece of floorboard, when arranging two groups of multiple rows of nuts 9, lay respectively at the upper and lower of shingle nail 1, can be attached with two pieces of floorboards simultaneously, the connection being suitable between multilamellar.
Connect the shingle nail of stair as shown in Figure 7, it adds some groups at the positive and negative of shingle nail 1 on the basis of elementary cell shingle nail and is arranged into stair-stepping nut 10, nut 10 is through nut, nut 10 is identical with the nut shape arrangement on the side end face of the stair that stair precoated plate is spliced, it is therefore an objective to be fixedly connected with the nut bolt on the side end face of stair.
For the shingle nail of compartment as shown in Fig. 8 to Figure 10, it adds multiple rows of nut 11 of genesis analysis on the basis of the shingle nail connecting floorboard at the positive and negative of shingle nail 1, and longitudinal nut 11 is crossed to form the structures such as T-shaped or cross or I shape with horizontal nut 9, nut 11 and nut 9 are equally through nut, non-penetrating nut can also be, above-mentioned only list three kinds of structures, its reconfiguration is not limited to above-mentioned three kinds provided, the side end face that its horizontal nut 9 is mainly used in floorboard is attached, longitudinal nut 11 is mainly used in being attached with the side end face of another block shingle nail, thus can form building of multilamellar many rooms general layout, specifically the shingle nail selecting to have Bu Tong crossing shape need to be needed to assemble according to floor and the design in room.
There is the shingle nail of cantilevered plate as shown in Figure 11 to Figure 13, it adds the structure design of cantilevered plate 12 on the basis of elementary cell shingle nail, cantilevered plate 12 can be at the frontal design of shingle nail 1, it is also possible to design at positive and negative simultaneously, and the design with specific reference to building structure needs to select.The side end face that this cantilevered plate 12 is mainly used in floorboard is attached, and the stress that can make junction point is more reasonable.Cantilevered plate 12 is connected with the side end face of floorboard can use two ways, a kind of is that the directly side end face with floorboard, side end face of cantilevered plate 12 is attached, this connected mode makes shingle nail 1 avoid moment of flexure and shearing maximum with the junction point of floorboard, and stress is more reasonable；Can also use and floorboard is positioned on cantilevered plate 12 and the side end face of floorboard is connected with the front of shingle nail 1.All can meet in view of above-mentioned multiple type of attachment, some nuts 14 can be set at the positive and negative of above-mentioned cantilevered plate 12, the side end face of cantilevered plate 12 arranges multiple rows of nut 13, meanwhile, is also provided with some nuts 9 on the positive and negative of shingle nail 1 and along the length direction of cantilevered plate 12.The concrete type of attachment that above-mentioned nut is arranged describes in detail in following various connection nodes.
In view of the connection between above-mentioned various precoated plates, there is better seal, be also provided with Radix Saposhnikoviae, waterproof tongue and groove 4 in the above-mentioned side end face of various shingle nails and the side end face of floorboard, at tongue and groove 4, be additionally provided with flexible sealing rod (being not drawn in figure).
The needs installed in view of the pipeline of prefabricated housing, offer the trough 5 of pipeline the most in advance on above-mentioned various shingle nails or floorboard, or lay cabling pore the most in advance, facilitate the cabling of the various pipes such as water, electricity, gas and circuit.This design is illustrated the most in fig. 2, is omitted in other accompanying drawings.
Design needs according to concrete building structure, it is also possible to window 6 or be provided with door 7 on the various shingle nails in such scheme in advance, or on one piece of shingle nail, not only windowed 6 simultaneously but also be provided with door 7.This design is illustrated the most in fig. 2, is omitted in other accompanying drawings.
The connection of the external agency such as shingle nail and such as curtain wall for convenience, it is also possible to the built-in fitting such as breathing out the various ways such as fragrant groove is set on above-mentioned shingle nail, omits in accompanying drawing.
Between the shingle nail of above-mentioned various structure connect side by side and connection side by side between floorboard all constitutes yi word pattern and connects node, yi word pattern as shown in figure 18 connects node, for ease of describing, is illustrated below as a example by the connection side by side of two pieces of shingle nails 1.Figure 18 gives the schematic diagram that yi word pattern in the present embodiment connects node employing structure one, this structure is corresponding to the connection node shown in the A mark in Fig. 1, wherein, the side end face of shingle nail 1a and the side end face of shingle nail 1b are mutually spliced, by bolt 27, connector 26 is individually fixed on the nut 2 at two pieces of shingle nail positive and negative edges, this connector 26 is preferably yi word pattern steel plate, the setting of its connector 26 can be to use the form of multiple settings as shown in figure 19, integral type as shown in figure 20 can also be used to lay continuously, all can strengthen the bonding strength of two shingle nail joint faces further.The most every connector 26 related to is both preferably yi word pattern steel plate, the most same described above of its set-up mode, is provided with pad 28 between not repeated description below, and bolt 27 and connector 26.
The node that connects shown in B mark in Fig. 1 is the form that L-type connects node employing structure one, it specifically connects the enlarged diagram of node as shown in figure 23, the vertical connection that this connection node is equally applicable between two pieces of shingle nails at elbow, the connection being also applied between shingle nail and floorboard, is illustrated as a example by the vertical connection between two pieces of shingle nails below.Wherein the nut 2a on the positive and negative edge of shingle nail 1a is through nut, the front edge of shingle nail 1a is spliced to form L-type structure with the side end face of shingle nail 1b, the nut 3b on through nut 2a and shingle nail 1b side end face on bolt 27 pass through wall surface plate 1a is fixing to be connected, on nut 3a that connector 26 is fixed on the side end face of shingle nail 1a by bolt and the opposite longitudinal side edge nut 2b of shingle nail 1b, the front edge of shingle nail 1b is connected by bolt connector 29 is fixing with the front of shingle nail 1a, connector 29 is preferably L-type steel plate, the setting of its connector 29 can be to use the form of multiple settings as shown in figure 36, integral type as shown in figure 37 can also be used to lay continuously, all can strengthen the bonding strength of two shingle nail joint faces further.The most every connector 29 related to is both preferably L-type steel plate, the most same described above of its set-up mode, is provided with pad 28 between not repeated description below, and bolt 27 and connector 29.Further for the bonding strength increased between shingle nail, connector 29 is additionally provided with stiffener 30.
The node that connects shown in C mark in Fig. 1 is the connected mode that T-shaped normotopia connects node employing structure one, its concrete structure for amplifying schematic diagram is as shown in figure 25, this structure is equally applicable to two pieces of shingle nails vertical and connects and shingle nail and the connection of floorboard, illustrates below as a example by two pieces of shingle nails vertically connect.Wherein, the middle part of shingle nail 1a is provided with multiple rows of nut 11, nut 11 is through nut, the front of shingle nail 1a is spliced to form T-shaped normotopia attachment structure with the side end face of shingle nail 1b, through nut 11 on bolt 27 pass through wall surface plate 1a is fixing with the nut 3 on shingle nail 1b side end face to be connected, the positive and negative edge of shingle nail 1b is connected with bolt is fixing by connector 29 with the front of shingle nail 1a, and connector 29 is provided with stiffener 30, is provided with pad 28 between connector 29 and bolt.
The design of many rooms difference general layout also can relate to T-shaped dislocation and connect node and T-shaped half dislocation connection node, and its advantage being individually present in connection and feature, these two kinds connect node and do not embody in FIG.The most T-shaped dislocation connects node as shown in figure 27, T-shaped half dislocation connects node as shown in figure 28, two kinds of structures all use three pieces of shingle nails to splice mutually, wherein the nut 2a on the positive and negative edge of shingle nail 1a is through nut, the front edge splicing of the side end face of shingle nail 1b and shingle nail 1a, the reverse side splicing of the side end face of shingle nail 1c and shingle nail 1a, the reverse side of shingle nail 1b is connected with connector 26 is fixing by bolt 27 with the side end face of shingle nail 1a, the front edge of shingle nail 1b and the front of shingle nail 1a, the positive and negative edge of shingle nail 1c is all connected with bolt is fixing by connector 29 with the reverse side of shingle nail 1a, stiffener 30 it is equipped with on connector 29, pad 28 it is equipped with between bolt and connector.Figure 27 with Figure 28 difference is, the shingle nail 1b in Figure 27 and shingle nail 1c is not in same horizontal plane, and three pieces of shingle nails constitute T-shaped misconstruction；And the shingle nail 1b in Figure 28 and shingle nail 1c partially overlaps in same horizontal plane, three pieces of shingle nails constitute T-shaped half misconstruction.
The connection node shown in D mark in Fig. 1 is that cross half dislocation connects node, and the structure of its correspondence as shown in figure 30, connects node as shown in figure 29 as well as cross dislocation, and this connection node does not embody in FIG.Both connects node and all uses three pieces of shingle nails to splice mutually, wherein, nut 11 on shingle nail 1a is through nut, the front splicing of the side end face of shingle nail 1b and shingle nail 1a, and the positive and negative edge of shingle nail 1b is connected with bolt is fixing by connector 29 with the front of shingle nail 1a；The reverse side splicing of the side end face of shingle nail 1c and shingle nail 1a, and the positive and negative edge of shingle nail 1c passes through with the reverse side of shingle nail 1a, and connector 29 bolt is fixing to be connected；Connector 29 is provided with between stiffener 30, and each connector 29 and bolt and is equipped with pad 28.Figure 29 with Figure 30 difference is, the shingle nail 1b in Figure 29 and shingle nail 1c is not in same horizontal plane, and three pieces of shingle nails constitute cross misconstruction；And the shingle nail 1b in Figure 30 and shingle nail 1c partially overlaps in same horizontal plane, three pieces of shingle nails constitute cross half misconstruction.
Dislocation mentioned above connects node and half dislocation connects node and has been the connected mode simplifying bolt, and when some region cannot realize the design of symmetrical structure completely, use dislocation type and half dislocation type to connect node the most flexibly and have more practical significance.
Tongue and groove 4 involved in above-mentioned various connection node is middle concave both sides male structure, pour into a mould concrete in the Guan Bi cavity formed after tongue and groove 4 splices to carry out reinforcing and sealing structure, in semi-closed cavity, carry out jointing with the material including foam strip and weather-resistant glue.
Wherein, when floorboard is attached with shingle nail, in view of making the stress at connection node more reasonable, the above-mentioned shingle nail with cantilevered plate structure can be used to be attached with floorboard, as shown in figure 32, when direct and cantilevered plate 12 side end face, the side end face of floorboard 1b is attached, by bolt 27, connector 26 is fixedly connected on the nut 14 on cantilevered plate 12 positive and negative and the nut 2 on floorboard positive and negative edge.Now, the side end face of floorboard 1b and the side end face of cantilevered plate 12 are provided with Radix Saposhnikoviae, waterproof and shearing resistance tongue and groove 16, and the gap cement mortar between tongue and groove 16 pours, and expose gap foam strip and fluid sealant jointing between tongue and groove 16.Floorboard 1b can also use structure as shown in figure 34 with the connection of cantilevered plate 12, floorboard 1b is positioned over cantilevered plate 12 top, and the front splicing of the side end face of floorboard 1b and shingle nail 1a, connector 29 is fixed on the nut 13 on the nut 2 of floorboard 1b reverse side and cantilevered plate 12 side end face with bolt, with bolt, connector 29 is fixed on the nut 2 of floorboard 1b front edge and the nut 9 in shingle nail 1a front simultaneously, above-mentioned connector 29 is equipped with stiffener 30.Now, the tongue and groove 16 on cantilevered plate 12 side end face can also use the design of tongue and groove 4 on shingle nail side end face, for middle concave both sides male structure.
In addition to the shingle nail of above-mentioned given various structures or floorboard and the various connection nodes being correspondingly formed, it is also possible to simplify or provide the connection scheme of multiple above-mentioned connection node further.It is illustrated as a example by shingle nail below, on the basis of above-mentioned various shingle nails, positive and negative edge at shingle nail 1 arranges recess 8 further, make recess 8 through with the nut 3 on shingle nail 1 side end face, and the form that the nut 2 at recess 8 and shingle nail 1 positive and negative edge can be arranged alternately with employing interval as shown in Figure 2, can also use the form being arranged side by side as shown in Figure 4 and Figure 5, its effect is the most identical.Other accompanying drawings are not given the scheme being arranged side by side, all can refer to shown in Fig. 4.The design of above-mentioned recess 8, avoid the connection between various precoated plate need to possess on one of precoated plate for through nut, and stay bolt need to penetrate, from the outside of precoated plate, the inconvenience carrying out operating, assembling especially for the wall face of skyscraper, use stay bolt the biggest from outside operational danger, the design of recess 8 is used in the case of Gai, then inner side at precoated plate can utilize the through of recess 8 and side end face top nut 3 in advance, it is easy to penetrated from side by stay bolt and carry out the fixing of one side.
Figure 21 is that the yi word pattern of the shingle nail formation of two pieces of band recesses 8 connects node, is fixed the side end face of two pieces of shingle nails by the nut 3 that stay bolt is through through side end face further, adds its bonding strength on the basis of Figure 18.Figure 22 be band recess 8 design and the combination of two pieces of shingle nails without recess 8 connect, it is identical that it connects effect.Figure 24 with Figure 23 is all L-type and is connected node, shingle nail 1b in Figure 24 is replaced by the shingle nail of band recess 8, now the nut 2 on shingle nail 1a positive and negative edge needs not to be through nut, stay bolt can be passed in through nut 3b from recess 8 during connection and be connected with the side end face of shingle nail 1a, operate simpler convenience.Figure 26 with Figure 25 is all T-shaped normotopia and is connected node, and it is similar that its connection connects node with L-type, and explanation is not repeated.Figure 31 is that cross normotopia connects node, the shingle nail of shingle nail 1a and two pieces band recess 8 simultaneously is attached, cross normotopia can be realized connect, can ensure that the design general layout of both sides building structure is identical during connection between shingle nail, when floorboard is connected with shingle nail, the most simple and convenient.Figure 33 is the another kind of scheme that in Figure 32, floorboard is connected with the side end face of cantilevered plate 12, and it is also that the design making full use of recess 8 realizes and the connection of cantilevered plate 12 side end face, and principle is ibid.It is that floorboard is placed on cantilevered plate 12 top as Figure 35 with Figure 34, the difference of Figure 35 is that the top of floorboard need not realize being connected with the fixing of shingle nail by connector 29, but is connected through the nut 3 that recess 8 is through is fixing with the nut 9 on shingle nail by stay bolt.
The design of recess 8, provides the selection of more connected mode for above-mentioned various connection nodes, can select according to the needs of the concrete rigging position in house.
Stair precoated plate 17 structure in the present invention is as shown in Figure 14 and Figure 15, one of them lengthwise edge of the front of stair precoated plate 17 is provided with some through nuts 21, the reverse side of the another one length direction of stair precoated plate 17 is provided with supporting part 23, the bottom of supporting part 23 is provided with some nuts 20, two width side end faces of stair precoated plate 17 are provided with nut 19 and nut 22, two side end faces of supporting part 23 are provided with nut 24, and nut 19 is longitudinally-aligned with nut 24；Arranging further, the front edge at stair precoated plate 17 is provided with protuberance 18, and protuberance 18 is positioned at the outside of through nut 21, and protuberance 18 mainly plays spacing and waterproof effect when being assembled into stair.
There is the stair precoated plate 17 of said structure when being assembled into stair as shown in figure 16, the reverse side of the supporting part 23 of superposed stair precoated plate and the front face of the protuberance 18 of stair precoated plate 17 front edge being positioned at bottom, make protuberance 18 play spacing and waterproof effect.Nut 20 on its supporting part 23 of superposed stair precoated plate 17 is longitudinally-aligned with the through nut 21 of stair precoated plate 17 front edge being positioned at bottom.
Stair precoated plate 17 simple in construction provided in the present embodiment, also provide convenience for transport, when being assembled into stair, only the suitable multiple stair precoated plates 17 of quantity need to be selected to assemble according to the Design of length of stair, and have only to can be completed by bolt the assembling of stair.The stair assembled can be according to the design needs of concrete building structure, nut 19, nut 22 and nut 24 on two side end faces of every piece of stair precoated plate 17 in stair is fixedly connected by the nut on bolt and two pieces of shingle nails, thus completes the installation (omitting the schematic diagram being connected with shingle nail in accompanying drawing) of whole stair；Certainly, nut 19 on the side end face of phase the same side of every piece of stair precoated plate 17 in stair, nut 22 and nut 24 can also be fixedly connected by the nut on bolt and one piece of shingle nail, the side end face of the opposite side of stair can utilize nut 19, nut 22 and nut 24 to be connected by bolt is fixing with guardrail 25 as shown in figure 17.
Claims (10)
1. one kind can the prefabricated buildings of being dismounted for multiple times, it is characterized in that: include the multiple structure that shingle nail, floorboard and stair precoated plate are connected to each other, it is equipped with some nuts on shingle nail, floorboard, the positive and negative edge of stair precoated plate and side end face, and be welded to connect by round steel between symmetrically arranged nut on two corresponding side end faces or threaded by round steel, the positive and negative edge of described shingle nail and floorboard is equipped with recess, and recess is through with the nut on respective side end face；Connection node between shingle nail, between shingle nail and floorboard, between shingle nail and stair precoated plate and between floorboard and stair precoated plate is the most with bolts, connects node and includes yi word pattern, L-type, T-shaped and cross.
The most according to claim 1 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterised in that: described shingle nail includes elementary cell shingle nail, the shingle nail connecting floorboard, connects the shingle nail of stair, for the shingle nail of compartment with have the shingle nail of cantilevered plate；It is equipped with Radix Saposhnikoviae, waterproof tongue and groove on the side end face of the side end face of shingle nail, the side end face of floorboard and cantilevered plate, at tongue and groove, is equipped with flexible sealing rod；Shingle nail is provided with the trough of pipeline and/or inside is provided with cabling pore；Shingle nail is provided with window and/or door；Shingle nail is provided with built-in fitting.
The most according to claim 1 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterised in that: the nut interval on described recess and shingle nail or floorboard positive and negative edge is arranged alternately or is arranged side by side.
The most according to claim 2 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterised in that: its positive and negative of shingle nail of described connection floorboard is provided with one group or two groups of multiple rows of nuts；The described shingle nail with cantilevered plate is provided with cantilevered plate, and the positive and negative of cantilevered plate and/or side end face are provided with some nuts, and on the positive and negative of shingle nail, the length direction along cantilevered plate is provided with some nuts；Its positive and negative of shingle nail of described connection stair is provided with some groups and is arranged into stair-stepping nut each other；Its positive and negative of the described shingle nail for compartment is provided with the nut of multiple rows of genesis analysis and the nut of multiple rows of cross direction profiles, and longitudinal nut is crossed to form cross or T-shaped or I shape with horizontal nut；The reverse side of described stair precoated plate is provided with supporting part, and the bottom of supporting part and side end face are equipped with some nuts, and the front edge of stair precoated plate is provided with protuberance.
The most according to claim 2 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterized in that: in the Guan Bi cavity formed after the tongue and groove splicing of described connection node, cast concrete carries out reinforcing and sealing structure, carries out jointing with the material including foam strip and weather-resistant glue in semi-closed cavity.
The most according to claim 1 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterized in that: described yi word pattern connects node and includes two pieces of shingle nails or two pieces of floorboards, its side end face is mutually spliced to form yi word pattern structure, and connector is fixed on the positive and negative edge of two pieces of shingle nails or two pieces of floorboards by bolt.
The most according to claim 1 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterized in that: described L-type connects node and includes two pieces of shingle nails or one piece of shingle nail and one piece of floorboard, the side end face of one of shingle nail or floorboard is spliced to form L-type structure with the front edge of another block shingle nail, being connected fixing for the front edge of the nut on the side end face of one piece of shingle nail or floorboard and another block shingle nail by bolt, two pieces of shingle nails or one piece of shingle nail and one piece of floorboard are fixed together by the both sides of Mosaic face respectively by bolt connector.
The most according to claim 4 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterised in that: described T-shaped connection node includes that T-shaped normotopia connects node, T-shaped dislocation connects node and T-shaped half dislocation connects node；Described T-shaped normotopia connects node and includes two pieces of shingle nails or one piece of shingle nail and one piece of floorboard, the front of the side end face of one of shingle nail or the side end face of floorboard and another block shingle nail is bolted and is spliced into T-shaped centring structure, and two pieces of shingle nails or one piece of shingle nail and one piece of floorboard are fixed together by the both sides of Mosaic face respectively by bolt connector；Described T-shaped dislocation connects node and includes three pieces of shingle nails, wherein the front edge of shingle nail one is bolted to connection with the side end face of shingle nail two, the reverse side of shingle nail one is bolted to connection with the side end face of shingle nail three, and shingle nail two and shingle nail three be not in same horizontal plane, three pieces of shingle nails constitute T-shaped misconstruction, and the side end face of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three with the front of shingle nail one and the reverse side of shingle nail one with the reverse side of shingle nail two, the front edge of shingle nail two；Described T-shaped half dislocation connects node and includes three pieces of shingle nails, wherein the front edge of shingle nail one is bolted to connection with the side end face of shingle nail two, the reverse side of shingle nail one is bolted to connection with the side end face of shingle nail three, and shingle nail two and shingle nail three partially overlap in same horizontal plane, three pieces of shingle nails constitute T-shaped half misconstruction, the side end face of shingle nail one and the reverse side of shingle nail two, the front edge of shingle nail two and the front of shingle nail one, and the reverse side of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three.
The most according to claim 4 a kind of can the prefabricated buildings of being dismounted for multiple times, it is characterised in that: described cross connection node includes that cross normotopia connects node, cross dislocation connects node and cross half dislocation connects node；Described cross normotopia connects node and includes three pieces of shingle nails, the positive and negative of shingle nail one is connected by bolt and the nut on the side end face of the nut on the side end face of shingle nail two and shingle nail three are fixing respectively, three pieces of shingle nails constitute cross centring structure, and the front of shingle nail one is connected by connector bolt is fixing with the positive and negative edge of shingle nail two, the reverse side of shingle nail one is connected by connector bolt is fixing with the positive and negative edge of shingle nail three；Described cross dislocation connects node and includes three pieces of shingle nails, the front of shingle nail one is connected by bolt and the nut on the side end face of shingle nail two are fixing, the reverse side of shingle nail one is connected by bolt and the nut on the side end face of shingle nail three are fixing, and shingle nail two and shingle nail three be not in same horizontal plane, three pieces of shingle nails constitute cross misconstruction, and the front of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three with the positive and negative edge of shingle nail two and the reverse side of shingle nail one；Described cross half dislocation connects node and includes three pieces of shingle nails, the front of shingle nail one is connected by bolt and the nut on the side end face of shingle nail two are fixing, the reverse side of shingle nail one is connected by bolt and the nut on the side end face of shingle nail three are fixing, and shingle nail two partially overlaps in same horizontal plane with shingle nail three, three pieces of shingle nails constitute cross half misconstruction, and the front of shingle nail one is all connected by connector bolt is fixing with the positive and negative edge of shingle nail three with the positive and negative edge of shingle nail two and the reverse side of shingle nail one.
10. can the prefabricated buildings of being dismounted for multiple times according to a kind of described in claim 6 or 7 or 8 or 9, it is characterised in that: described connector uses steel plate, is provided with pad between connector and bolt, and connector uses multiple settings or uses integral type to lay continuously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610543644.4A CN106013460A (en) | 2016-07-07 | 2016-07-07 | Assembling type house capable of being repeatedly disassembled and assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610543644.4A CN106013460A (en) | 2016-07-07 | 2016-07-07 | Assembling type house capable of being repeatedly disassembled and assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106013460A true CN106013460A (en) | 2016-10-12 |
Family
ID=57109177
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610543644.4A Pending CN106013460A (en) | 2016-07-07 | 2016-07-07 | Assembling type house capable of being repeatedly disassembled and assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013460A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577484A (en) * | 2018-11-12 | 2019-04-05 | 黑龙江哈工大智慧光合科技有限公司 | A kind of assembly method of the cabin of incorporeity beam frame structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5761862A (en) * | 1995-10-03 | 1998-06-09 | Hendershot; Gary L. | Precast concrete construction and construction method |
| CN101476350A (en) * | 2008-12-11 | 2009-07-08 | 华玉武 | Prefabricated house |
| CN202706258U (en) * | 2012-07-17 | 2013-01-30 | 徐学东 | Fully-assembled detachable concrete wallboard |
| CN202718252U (en) * | 2012-07-26 | 2013-02-06 | 付超 | Wallboard connection structure of modulus method prefabricated plate-type house |
| CN103806536A (en) * | 2014-02-26 | 2014-05-21 | 山东大学 | Connecting structure of novel quickly-installed integrated house |
| CN105178432A (en) * | 2015-08-18 | 2015-12-23 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure and construction method thereof |
| CN205839979U (en) * | 2016-07-07 | 2016-12-28 | 浙江越宫钢结构有限公司 | A kind of can the prefabricated buildings of being dismounted for multiple times |
-
2016
- 2016-07-07 CN CN201610543644.4A patent/CN106013460A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5761862A (en) * | 1995-10-03 | 1998-06-09 | Hendershot; Gary L. | Precast concrete construction and construction method |
| CN101476350A (en) * | 2008-12-11 | 2009-07-08 | 华玉武 | Prefabricated house |
| CN202706258U (en) * | 2012-07-17 | 2013-01-30 | 徐学东 | Fully-assembled detachable concrete wallboard |
| CN202718252U (en) * | 2012-07-26 | 2013-02-06 | 付超 | Wallboard connection structure of modulus method prefabricated plate-type house |
| CN103806536A (en) * | 2014-02-26 | 2014-05-21 | 山东大学 | Connecting structure of novel quickly-installed integrated house |
| CN105178432A (en) * | 2015-08-18 | 2015-12-23 | 北京建工华创科技发展股份有限公司 | Precast concrete shear wall structure and construction method thereof |
| CN205839979U (en) * | 2016-07-07 | 2016-12-28 | 浙江越宫钢结构有限公司 | A kind of can the prefabricated buildings of being dismounted for multiple times |
Non-Patent Citations (1)
| Title |
|---|
| 程文瀼 等: "《楼梯、阳台和雨篷设计》", 31 January 1993 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577484A (en) * | 2018-11-12 | 2019-04-05 | 黑龙江哈工大智慧光合科技有限公司 | A kind of assembly method of the cabin of incorporeity beam frame structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3772835A (en) | Housing | |
| CN115126079B (en) | Cylindrical tower type building and construction method thereof | |
| CN108360725B (en) | Z-shaped connection section steel concrete deformed column-invisible beam floor slab assembly system | |
| CN106869539A (en) | A kind of assembled factory building | |
| CN106836469A (en) | A kind of assembled architecture | |
| CN103397695A (en) | Concrete filled steel tube combination column high position connected structure provided with bidirectional steel trusses | |
| CN207905205U (en) | A kind of prefabricated floor construction and its structural system | |
| CN113585456B (en) | Precast concrete beam column connection node structure and construction method | |
| CN215829646U (en) | Box-shaped modular assembly type building unit and house building | |
| CN106013460A (en) | Assembling type house capable of being repeatedly disassembled and assembled | |
| CN108360682A (en) | A kind of construction process of three-dimensional building module and three-dimensional building module | |
| CN210768011U (en) | Light steel system prefabricated house | |
| CN205839979U (en) | A kind of can the prefabricated buildings of being dismounted for multiple times | |
| RU80487U1 (en) | SYSTEM precast frame housing (ACS) AND COUPLING NODE trough ribbed plate overlap with monolithic prefabricated beams, floors, INTERFACE UNIT PREFABRICATED CONCRETE COLUMN, National COUPLING NODE-MONOLITHIC crossbars CO precast concrete columns and trough ribbed plate SLABS | |
| CN215211803U (en) | Assembled multislot reinforcing coincide floor | |
| CN113550424A (en) | Prefabricated building system | |
| CN106759853B (en) | Structure and heat preservation integrated assembly type box-type structure system and construction method thereof | |
| CN215443280U (en) | Assembly type building based on longitudinal integral reinforced concrete module | |
| CN113513107B (en) | Assembled integral mortise-tenon joint multi-cavity steel plate combined shear wall and manufacturing method thereof | |
| CN114164978A (en) | One-way multi-ribbed cavity floor module for steel structure and construction method thereof | |
| CN112523545A (en) | Basic module for building and low and multi-storey modular building structure system | |
| CN204456510U (en) | A kind of Anti-seismic body of wall for 500kV transformer station master control building | |
| CN204456995U (en) | High aititude, highlight lines earthquake region 500kV transformer station full assembling master control building | |
| CN211037527U (en) | Take vertical connected node structure of floor is assembled to full assembled of hidden beam | |
| CN203462575U (en) | Concrete-filled steel tube combination column high-conjoined structure provided with two-way steel trusses |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161012 |