CN205975952U - Superelevation layer prefabricated building that two boards are connected - Google Patents
Superelevation layer prefabricated building that two boards are connected Download PDFInfo
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- CN205975952U CN205975952U CN201620809276.9U CN201620809276U CN205975952U CN 205975952 U CN205975952 U CN 205975952U CN 201620809276 U CN201620809276 U CN 201620809276U CN 205975952 U CN205975952 U CN 205975952U
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- steel plate
- shingle nail
- plate
- post body
- biserial
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- 238000009435 building construction Methods 0.000 description 1
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- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a superelevation layer prefabricated building that two boards are connected belongs to the housing construction field. Including the super high -rise structure that shingle nail, floor plate and post body are connected each other, the side end face of shingle nail links to each other with the post body, and the side end face of floor plate links to each other with the side end face of shingle nail, and the side end face of shingle nail and floor plate all is equipped with the biserial steel sheet that contains a plurality of round holes, and post body direction of height one side at least is equipped with the biserial steel sheet that contains a plurality of round holes, through bolt fixed connection between steel sheet and the steel sheet, round hole department welding on the biserial steel sheet opposite face has the nut. The utility model discloses a two board connected modes between cylindricality structure and each prefabricated plate form the shear wall structure of huge lattice column form, have improved super high layer assembly type structure's horizontal shear strength, reduce superelevation layer assembly type structure's horizontal sidesway, have simple to operate, swiftly reach the characteristics that construction speed is fast, and simultaneously, the utility model discloses all assembly parts dismouting many times recycle environmental protection and energy saving.
Description
Technical field
This utility model is related to a kind of prefabricated buildings, the Super High prefabricated buildings that particularly a kind of pair of plate connects, and belongs to
In field of house buildings.
Background technology
With the development of prefabricated buildings Building technology, increasing building construction in recent years is entered using fabricated construction
Row is built, and not only increases the speed of application of conventional house building, various modular prefabricated Uniting manufactures, also for house
The standardized work of building is laid a good foundation.
Prefabricated buildings are built, and its building structure and the construction number of plies are all ceased with the design of various prefabricated components and connecting node
Manner of breathing closes, and especially for high-rise building series, due to horizontal loads such as earthquakes substantially, the control of relative storey displacement is right
One of important indicator of structure safety control and raising residence comfort, and conventional ultra high layer assembled architecture is to meet interlayer position
The control moving requires, and scene takes substantial amounts of wet construction, and construction period is elongated, constrains assembled architecture speed of application fast
Advantage.
Utility model content
The purpose of this utility model is the Super High prefabricated buildings providing a kind of pair of plate to connect, by column construction and respectively
Double plate connected modes between precoated plate, form the shear wall structure of huge lattice column form, improve Super High assembled and build
The horizontal shear strength built, has the characteristics that easy for installation, quick and speed of application is fast.
To achieve these goals, the technical scheme that this utility model is adopted is：
The Super High prefabricated buildings that a kind of pair of plate connects, are connected to each other including shingle nail, floorboard and post body
Super high rise structure, the side end face of shingle nail is connected with post body, and the side end face of floorboard is connected with the side end face of shingle nail, metope
The side end face of plate and floorboard is equipped with the biserial steel plate containing some circular holes, and post body height direction at least side is provided with containing some
The biserial steel plate of circular hole, is bolted to connection between steel plate and steel plate；It is welded with circular hole on biserial steel plate opposite face
Nut.
Described shingle nail includes elementary cell shingle nail, the shingle nail connecting floorboard, connects the shingle nail of stair, is used for
The shingle nail of compartment and the shingle nail with cantilevered plate；Shingle nail is provided with the trough of pipeline and/or inside is provided with away spool
Hole；Shingle nail is provided with window and/or door；Shingle nail is provided with built-in fitting.
On the shingle nail positive and negative of described connection floorboard, at least one side is provided with horizontal arranging and contains the double of some circular holes
Row's steel plate；The shingle nail positive and negative of connection stair is provided with and is arranged into stair-stepping insertion nut by some groups of nuts；For compartment
Shingle nail positive and negative at least one side be provided with horizontal arrangement and the double steel plates containing some circular holes and longitudinally arrangement and
Biserial steel plate containing some circular holes, laterally the steel plate of arrangement and the steel plate of longitudinally arrangement intersect at cross or T-shaped or I shape；
There is at least one side on the shingle nail positive and negative of cantilevered plate and be provided with cantilevered plate, the side end face of cantilevered plate is provided with double steel plate or hangs
The shingle nail on the top of bridging piece is provided with the horizontal single steel plate arranged and contain some circular holes, the downside circle of cantilevered plate top steel plate
It is welded with nut at hole；It is welded with nut at circular hole on described double steel plate or its opposite face of biserial steel plate.
Described steel plate is configured or is continuously laid using integral type using the multiple of interruption.
Described shingle nail positive and negative edge and post body height direction are equipped with recess, shingle nail and the post of insertion
Place one block of shrouding at the recess of body the same side, pour into a mould in the region being enclosed by shingle nail, post body and two blocks of shroudings
Concrete；Or in the intra-zone cast concrete being enclosed by shingle nail, post body, biserial steel plate；Or by shingle nail, post
The region that body, biserial steel plate enclose keeps hollow, carries out floating process in the outside of biserial steel plate with cement mortar.
The edge of the upper and lower surfaces of described post body is respectively equipped with the intrinsic nut of some embedded posts, and up and down
It is welded to connect by round steel between symmetrically arranged nut on face or threaded by round steel；Or the top and bottom of post body are divided
It is not provided with the connecting portion of steel construction material, the other end of connecting portion is provided with the connecting plate of steel construction material, if connecting plate is provided with
Dry circular hole, the size being smaller in size than connecting plate of connecting portion, connecting portion is to be communicated with connecting portion on hollow structure, and connecting plate
Inlet, cast concrete in connecting portion；Or the top and bottom edge of post body is provided with some reinforcing bars, the exposed junction of reinforcing bar sets
There is external screw thread.
Described being provided with is fixedly connected by the long sleeve containing female thread between externally threaded reinforcing bar；It is provided with two of connecting plate
Connection between post body, passes through the circular hole on two connecting plates of mutual splicing to be fixedly connected by bolt；It is provided with nut
It is fixedly connected by connector between symmetrical nut in two Mosaic faces, connector includes the long sleeve containing female thread, long set
The two ends of cylinder are respectively connected with a screw rod, and screw rod is full thread structure.
The cross section of described screw rod is to be made up of or screw rod the cambered surface of two relative planes and two planes of connection
Surface be provided with through hole.
Circular hole on two blocks of steel plates is alignd and directly passes through circular hole with bolt by being connected by between described steel plate and steel plate
Be fixedly connected, in interconnective one group of biserial steel plate, one of which biserial steel plate be smaller than another set biserial steel plate
Spacing, and be welded with nut at the circular hole on closely spaced one group of biserial steel plate opposite face.
The junction steel plate bolt that is connected by between described steel plate and steel plate is fixedly connected, and the width of junction steel plate is big
Exposed width in steel plate.
The Super High prefabricated buildings that double plates that this utility model provides connect, by between column construction and each precoated plate
Double plate connected modes, formed huge lattice column form shear wall structure, improve Super High assembled architecture level resist
Cut ability, reduce the horizontal comparison of Super High assembled architecture, have the characteristics that easy for installation, quick and speed of application is fast；With
When, all assembly parts of this utility model being dismounted for multiple times recycle, environmental protection and energy saving.
Below by way of the drawings and specific embodiments, this utility model is further elaborated.
Brief description：
Fig. 1 is the planar structure schematic diagram of Super High prefabricated buildings；
Fig. 2 is the main structure diagram of Super High prefabricated buildings；
Fig. 3 is the front view of elementary cell shingle nail；
Fig. 4 is the overlooking the structure diagram of Fig. 3；
Fig. 5 is the front view of the shingle nail connecting floorboard；
Fig. 6 is the overlooking the structure diagram of Fig. 5；
Fig. 7 is the front view using structure one for the shingle nail with cantilevered plate；
Fig. 8 is the overlooking the structure diagram of Fig. 7；
Fig. 9 is the front view using structure two for the shingle nail with cantilevered plate；
Figure 10 is the overlooking the structure diagram of Fig. 9；
Figure 11 is the front view of the shingle nail for compartment；
Figure 12 is the overlooking the structure diagram of Figure 11；
Figure 13 is the front view of the shingle nail connecting stair；
Figure 14 is the post body front view using connected mode one；
Figure 15 is the overlooking the structure diagram of Figure 14；
Figure 16 is the post body front view using connected mode two；
Figure 17 is the overlooking the structure diagram of Figure 16；
Figure 18 is the post body front view using connected mode three；
Figure 19 is two post body connection diagrams using connected mode one；
Figure 20 is the joint face schematic diagram of Figure 19；
Figure 21 is the structural representation of connector in Figure 19；
Figure 22 is the cross-sectional view that in connector, screw rod adopts structure one；
Figure 23 is the schematic diagram that in connector, screw rod adopts structure two；
Figure 24 is two post body connection diagrams using connected mode two；
Figure 25 is the joint face schematic diagram of Figure 24；
Figure 26 is two post body connection diagrams using connected mode three；
Figure 27 is the structural representation that shingle nail and post body adopt connected mode one；
Figure 28 is the structural representation that shingle nail and post body adopt connected mode two.
Specific embodiment：
The Super High prefabricated buildings that a kind of pair of plate that this utility model provides connects, as depicted in figs. 1 and 2, are by wall
Panel 2, floorboard and post body 1 are connected with each other and form, and wherein, the side end face of shingle nail 2 is connected with each other with post body 1, building
The side end face of panel is connected with each other with the side end face of shingle nail 2, connects and composes huge especially by shingle nail 2 and post body 1
The shear wall structure of lattice column form, improves horizontal shear strength and the speed of application of Super High assembled architecture.
In order to composition of the present utility model is more clearly described, below by the shingle nail 2 being used, post body 1 with
And the connecting node concrete structure between them describes in detail one by one.
Wherein, the shingle nail 2 used in Fig. 1 and Fig. 2 needs to be divided into according to the design of concrete building structure：Elementary cell
Shingle nail, the shingle nail connecting floorboard, the shingle nail connecting stair, the shingle nail for compartment and the metope with cantilevered plate
Plate, below in conjunction with the accompanying drawings the concrete structure of a pair various shingle nail 2 illustrate.
Elementary cell wall board structure：As shown in Figure 3 and Figure 4, the surrounding side end face of shingle nail 2 is provided with containing some circular holes
4 biserial steel plate 3, the circular hole 4 on steel plate 3 can be configured using multiple rows of, below steel in every shingle nail 2 or post body 1
On plate, the circular hole of setting all can adopt multiple rows of setting, no longer illustrates one by one, this utility model accompanying drawing only taking single as a example in addition
Illustrate, the setting of circular hole is attached by bolt in order between convenient steel plate.Energy when adopting biserial steel plate to connect for convenience
Enough operations carrying out stubborn bolt in the outside of steel plate, are also welded with nut at each circular hole 4 on biserial steel plate 3 opposite face
（In figure is not drawn into）.Wherein, steel plate 3 can save the consumption of steel, it would however also be possible to employ integrally using multiple interruption settings
Formula is continuously laid, and has more preferable bonding strength, and accompanying drawing only taking integral type is as a example illustrated, and appears below in shingle nail 2 He
On post body 1, the steel plate of setting all no longer can be illustrated using being set as above one by one.The setting of floorboard is with elementary cell metope
Hardened structure.
On the basis of above-mentioned elementary cell shingle nail, on shingle nail 2 positive and negative, at least one side is provided with horizontal arrangement
And the double steel plate 9 containing some circular holes 10, just constitute the shingle nail connecting floorboard（As shown in Figure 5 and Figure 6）.Wherein, double
Also it is welded with nut, setting purpose is same as above at circular hole on row's steel plate 9 opposite face.Double steel plate 9 is mainly used in and flooring
Steel plate on plate side end face is attached.
Have cantilevered plate shingle nail its on the basis of elementary cell wall board structure, on shingle nail 2 positive and negative at least
Simultaneously it is provided with cantilevered plate 11, it can be divided into two kinds of forms with the connection of floorboard：A kind of be cantilevered plate 11 side end face directly with
The side end face of floorboard connects, and as shown in Figure 7 and Figure 8, therefore, only need to arrange on the side end face of cantilevered plate 11 and contain some circular holes
13 double steel plate 12, and be welded with nut at the circular hole on double steel plate 12 opposite face, this connected mode make shingle nail 2 with
The junction point of floorboard avoids moment of flexure and shearing maximum, and stress is more reasonable, is connected with floorboard further for cooperation
When wet construction, can also can place the recess of shrouding in the edge setting of cantilevered plate 11 side end face（In figure is not drawn
Go out）；Another kind is that floorboard is positioned over cantilevered plate 11 top, as shown in Figure 9 and Figure 10, therefore, only need to be on cantilevered plate 11
The shingle nail 2 in portion is provided with the horizontal single steel plate 14 arranged and contain some circular holes 15, and at the bottom circular hole 15 of steel plate 14
It is welded with nut（In figure is not drawn into）, because floorboard is placed on cantilevered plate 11, the insufficient space of floorboard bottom is it is impossible to twist
Bolt operates, therefore welded nut at each circular hole 15 of steel plate 14 bottom in advance, facilitate the attended operation of bolt, this connection side
Formula makes its connecting node have stronger load-bearing and shearing resistance effect.
For compartment shingle nail as is illustrated by figs. 11 and 12, be on the basis of elementary cell wall board structure, in wall
On the positive and negative of panel 2 at least one side be provided with horizontal arrangement and the double steel plates 9 containing some circular holes 10 and longitudinally arrangement
And the biserial steel plate 16 containing some circular holes 17, laterally the steel plate 9 of arrangement and the steel plate 16 longitudinally arranged intersect at cross or T-shaped
Or I shape, in accompanying drawing only taking I shape as a example.Equal at circular hole on above-mentioned double steel plate 9 respective opposite face with biserial steel plate 16
It is welded with nut.Steel plate 9 is used for being connected with the side end face of floorboard, and steel plate 16 is used for being connected with the side end face of other shingle nails,
The purpose separating house general layout can be played.
Connect the shingle nail of stair as shown in figure 13, be on the basis of elementary cell wall board structure, in shingle nail 2
Positive and negative is provided with and is arranged into stair-stepping insertion nut 18 by some groups of nuts, and the insertion nut 18 on shingle nail 2 is used for and building
Nut on side of the ladder end face is fixedly connected by bolt.
The shingle nail 2 of above-mentioned various structure, also can be arranged respectively as follows：
Setting one：The needs installed in view of the pipeline of prefabricated housing, also open up pipeline in advance on above-mentioned shingle nail 2
Trough 5, or lay cabling pore inside it in advance simultaneously, facilitate the cabling of the various pipes such as water, electricity, gas and circuit；Root
Design according to concrete building structure needs, and can also open a window 6 or be provided with door 7 on the shingle nail 2 in such scheme in advance, or with
Not only opened a window 6 on Shi Yi block shingle nail but also be provided with door 7；Shingle nail 2 and the connection of the external agencies such as curtain wall, go back for convenience
The built-in fitting breathing out the various ways such as fragrant groove can be arranged on above-mentioned shingle nail, omit in accompanying drawing.
Setting two：Further for more preferable cooperation wet construction, connecting after facilitating shingle nail 2 to be connected with post body 1
Place's cast concrete, the also positive and negative edge in above-mentioned shingle nail 2 is provided with the recess 8 of insertion, can facilitate in concrete
When pouring at recess 8 place shrouding so that formed closing casting area.
For the post body 1 being connected with the shingle nail 2 of above-mentioned various structures, its structure is：As shown in figure 14, post body 1
Short transverse at least side be provided with biserial steel plate 19, steel plate 19 is configured perpendicular to the upper and lower surfaces 21 of post body 1, steel
Plate 19 is provided with some circular holes 20.For coordinating wet construction, it is provided with recess 22 in short transverse steel plate 19 both sides of post body 1,
The effect of recess 22 is to place shrouding, is easy to be connected the cast that formation closed area carries out concrete with shingle nail 2.
The post body 1 of said structure and the connection of shingle nail 2 can adopt two kinds of connected modes, one of which such as Figure 27 institute
Show, Figure 27 is the mplifying structure schematic diagram of A connecting node in Fig. 1, but in order that accompanying drawing becomes apparent from, Figure 27 only gives post originally
The schematic diagram that body 1 is connected with one piece of shingle nail 2, identical with the attachment structure of the shingle nail of varying number, therefore accompanying drawing omits.Figure 27
In connection, the biserial steel plate 3 on its shingle nail 2 side end face is by junction steel plate 28 with the biserial steel plate 19 on post body 1
It is fixedly connected with bolt, now junction steel plate 28 is placed in the outside of biserial steel plate, passed through on biserial steel plate with bolt
Circular hole is fixedly connected with the nut 32 at circular hole.Wherein, the width of junction steel plate 28 need to be more than biserial steel plate expose width
Degree, to guarantee to be attached with the steel plate of both sides simultaneously, and junction steel plate 28 can also be configured using multiple interruptions,
The consumption of steel plate can be saved, it would however also be possible to employ integral type is continuously laid, there is more preferable bonding strength.Another connection side
Formula as shown in figure 28, can adopt and be directly connected to the biserial steel plate 3 on shingle nail 2 with the biserial steel plate 19 on post body 1, that is,
By on the steel plate of both sides circular hole alignment, now, need to ensure wherein side biserial steel plate be smaller than other side biserial steel
The spacing of plate, and need at the circular hole on the biserial steel plate opposite face of spacing less side welded nut, by bolt pass through right
It is fixedly connected with the nut being welded at circular hole after neat circular hole, this connected mode is simpler convenient, also saves volume
The rolled steel dosage of outer use junction steel plate.
No matter shingle nail 2 is adopted which kind of connected mode above-mentioned with post body 1, and it all adopts double plates to connect, its bonding strength
Meet the requirement to horizontal loading for the high-rise building, even if pouring of concrete can be designed to not carry out at joint face
Note, it is also possible to meet Structural Design Requirement, therefore can accelerate the speed of application of high-rise building.Its concrete place to joint face
Reason can be using several schemes as follows：
Scheme 1：During using junction steel plate 28, junction steel plate 28 continuously need to be laid along joint face using integral type, steel plate 3 He
Steel plate 19 is also respectively adopted integral type and continuously lays along Mosaic face, by shingle nail 2, post body 1, steel plate 3, steel plate 19 or connection
The region that steel plate 28 encloses jointly keeps hollow, only carries out the floating process of cement mortar in the outside of steel plate 3 and steel plate 19.This is even
Connect scheme, without the cast of concrete, more accelerate the speed of application of high-rise building.
Scheme 2：During using junction steel plate 28, junction steel plate 28 continuously need to be laid along joint face using integral type, steel plate 3 He
Steel plate 19 is also respectively adopted integral type and continuously lays along Mosaic face, by shingle nail 2, post body 1, steel plate 3, steel plate 19 or company
Connect cast concrete in the closed area that steel plate 28 encloses jointly, strengthen the bonding strength of joint face further.Although the program
Need the cast of concrete, but because post body 1 is connected using biserial steel plate with shingle nail 2, its bonding strength has met
The construction loads such as the horizontal loading of high-rise building require, and therefore, can carry out the concrete cast of substrustion, while continuing
The construction of continuous superstructure, does not equally affect speed of application.
Scheme 3：During using junction steel plate 28, junction steel plate 28 both can be configured using multiple, it would however also be possible to employ one
Body formula is continuously laid along joint face, and steel plate 3 and steel plate 19 similarly can be laid or interruption along Mosaic face is continuous using integral type
Multiple be configured, place one block of shrouding 35 at recess with post body 1 the same side of shingle nail 2 after connection, by metope
Concrete is poured into a mould in the region that plate 2, post body 1 and two blocks of shroudings 35 enclose.The cast area of program concrete increases, and enters one
Step improves the bonding strength of joint face, and it equally adopts biserial steel plate to connect, identical with described in scheme 2, has no effect on whole
The progress of body construction.
And above-mentioned post body 1 is used in high-rise building, multiple post bodies 1 are needed to be attached meeting assembled room
The requirement for height in room, therefore also need to consider the interconnection technique scheme between above-mentioned post body 1, accordingly, it is considered to upper in post body 1
Bindiny mechanism is set on 21 below.Three kinds of bindiny mechanism's plans of establishment simple to operation are below only provided：
Post body 1 connected mode one：As shown in figure 15, this bindiny mechanism is to be arranged on post body 1 top and bottom 21 surrounding
Some nuts 23 of edge, are welded to connect by round steel between symmetrically arranged nut 23 between top and bottom 21 or pass through round steel screw thread
Connect, to increase the tension effect of nut 23.There is connection such as Figure 19 and Figure 20 between two post bodies 1 of this bindiny mechanism
Shown, the steel plate on upper lower prop body 1 is fixedly connected with bolt by junction steel plate 28, and bolt passes through circular hole and steel on steel plate
Nut 32 at plate circular hole is fixedly connected, and passes through as Figure 21 institute between the symmetrical nut 23 on post body 1 top and bottom 21
The connector showing is fixedly connected, and finally pours into a mould microdilatancy self-compacting concrete between the joint face of upper lower prop body 1.Its
In, described connector includes the long sleeve 29 containing female thread, and the two ends of long sleeve 29 are respectively connected with a screw rod 30, spiral shell
Bar 30 is full thread structure.When this connector does not use, the screw rod 30 of both sides can be rotated to inside long sleeve 29, Ke Yifang
Just the depositing and managing of part, accessory not easy to lose, during use, the screw rod 30 of both sides is outwards screwed out, with the nut of both sides even
Connect.Operation on connecting for convenience, screw rod 30 can be configured using following two structures：
Structure one：As shown in figure 22, by the Cross-section Design of screw rod 30 be by two relative planes 300 and connect two
The cambered surface 301 of individual plane 300 is constituted, so can the putting forth effort of convenient wrench, in rotary screw 30, the tiger's jaw of spanner can be blocked
At plane 300；Structure two：As shown in figure 23, a through hole 31 is opened up on screw rod 30, in rotary screw 30, can be by
In rod-like instrument insertion through hole 31, clamp the rod-like instrument stretching out outside through hole 31 with spanner and rotated.Above two structure
The operation that all screw rod 30 is rotatably connected for convenience, above only provide two kinds of optimal ways, but be not limited to both the above.
Post body 1 connected mode two：As shown in Figure 16 and Figure 17, this bindiny mechanism is to be arranged on post body 1 top and bottom 21
On steel matter connecting portion 24, the other end of connecting portion 24 is provided with the connecting plate 25 of steel construction material, and connecting plate 25 is provided with
Some circular holes, the size being smaller in size than connecting plate 25 of connecting portion 24, connecting portion 24 is hollow structure, and connecting plate 25 is provided with
The inlet 26 of connection connecting portion 24.Post body 1 using this connected mode can be configured by below scheme：
Scheme one：Post body 1 adopts xoncrete structure, and bindiny mechanism is embedded into inside the top and bottom 21 of post body 1, only makees
Use for the connection between multiple post bodies 1, can the substantial amounts of consumption saving steel.When two adjacent post bodies 1 connect,
As shown in figures 24 and 25, Figure 24 corresponds to the amplification assumption diagram of B connecting node in Fig. 2, and this structure is by connecting plate each other
25 are stitched together, and pass through the circular hole 34 on connecting plate 25 that two connecting plates 25 are fixed together by bolt 33.This connection
Mode is simple, convenient to operation.
Scheme two：Connecting portion 24 can be regarded post body 1, the outside of connecting portion 24 does not carry out the cast of concrete, from
Inlet 26 on connecting plate 25 pours into a mould concrete into connecting portion 24, to strengthen the intensity of column construction.It is of course also possible to
Carry out the pouring practice of concrete outside the connecting portion 24 of said structure, further enhance its intensity.The program can be continued with side
Carry out the concrete cast of substrustion to upper strata construction side, do not affect the progress of whole construction period.Post using the program
Connection between body 1 is also with shown in Figure 24.
Post body 1 connected mode three：As shown in figure 18, some reinforcing bars 27 are set at the edge of the top and bottom 21 of post body 1,
The exposed junction of reinforcing bar 27 is provided with external screw thread, and the connection having between the post body 1 of this bindiny mechanism is as shown in figure 26, between steel plate
Connection with connected mode one or connected mode two, by containing interior between symmetrically arranged reinforcing bar 27 on post body 1 top and bottom 21
The long sleeve 29 of screw thread is fixedly connected, and finally pours into a mould microdilatancy self-compaction coagulation between the joint face of upper lower prop body 1
Soil.
The Super High prefabricated buildings that this utility model provides are connected using double plates, by between shingle nail 2 and post body 1
It is attached, form the shear wall structure of huge lattice column form, there is good shear resistance；In addition, being connected using double plates,
Even if can be designed to also can not meet Structural Design Requirement in joint face cast concrete, superelevation therefore can be improved further
The speed of application of layer prefabricated buildings.
Claims (10)
1. a kind of pair of plate connects Super High prefabricated buildings it is characterised in that：Including shingle nail, floorboard and post body that
This super high rise structure connecting, the side end face of shingle nail is connected with post body, the side end face of floorboard and the side end face of shingle nail
It is connected, the side end face of shingle nail and floorboard is equipped with the biserial steel plate containing some circular holes, post body height direction at least side
It is provided with the biserial steel plate containing some circular holes, be bolted to connection between steel plate and steel plate；Circle on biserial steel plate opposite face
It is welded with nut at hole.
2. a kind of pair of plate according to claim 1 connects Super High prefabricated buildings it is characterised in that：Described shingle nail
The shingle nail including elementary cell shingle nail, connecting floorboard, the shingle nail connecting stair, for the shingle nail of compartment with have
The shingle nail of cantilevered plate；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.
3. a kind of pair of plate according to claim 2 connects Super High prefabricated buildings it is characterised in that：Described connection building
On the shingle nail positive and negative of panel, at least one side is provided with double steel plate that is horizontal arrangement and containing some circular holes；Connect the wall of stair
Panel positive and negative is provided with and is arranged into stair-stepping insertion nut by some groups of nuts；For on the shingle nail positive and negative of compartment at least
Simultaneously it is provided with horizontal arranging and the double steel plate containing some circular holes and longitudinal arranging and containing some circular holes biserial steel plate,
Laterally the steel plate of arrangement and the steel plate of longitudinally arrangement intersect at cross or T-shaped or I shape；There is the shingle nail of cantilevered plate just
On reverse side, at least one side is provided with cantilevered plate, and the side end face of cantilevered plate is provided with the shingle nail on the top of double steel plate or cantilevered plate
It is provided with the horizontal single steel plate arranged and contain some circular holes, at the lower mother rib lateral rotundum of cantilevered plate top steel plate, be welded with nut；Described
It is welded with nut at circular hole on double steel plate or its opposite face of biserial steel plate.
4. a kind of pair of plate according to claim 1 or 3 connects Super High prefabricated buildings it is characterised in that：Described steel
Plate is configured or is continuously laid using integral type using the multiple of interruption.
5. a kind of pair of plate according to claim 1 connects Super High prefabricated buildings it is characterised in that：Described shingle nail
Positive and negative edge and post body height direction are equipped with the recess of insertion, at shingle nail and the recess of post body the same side
Place one block of shrouding, pour into a mould concrete in the region being enclosed by shingle nail, post body and two blocks of shroudings；Or by metope
The intra-zone cast concrete that plate, post body, biserial steel plate enclose；Or enclosed by shingle nail, post body, biserial steel plate
Region keeps hollow, carries out floating process in the outside of biserial steel plate with cement mortar.
6. a kind of pair of plate according to claim 1 connects Super High prefabricated buildings it is characterised in that：Described post body
The edge of upper and lower surfaces be respectively equipped with the intrinsic nut of some embedded posts, and symmetrically arranged nut on top and bottom
Between be welded to connect by round steel or threaded by round steel；Or the top and bottom of post body are respectively equipped with steel construction material
Connecting portion, the other end of connecting portion is provided with the connecting plate of steel construction material, and connecting plate is provided with some circular holes, the size of connecting portion
Less than the size of connecting plate, connecting portion is the inlet being communicated with connecting portion on hollow structure, and connecting plate, pours in connecting portion
Note concrete；Or the top and bottom edge of post body is provided with some reinforcing bars, the exposed junction of reinforcing bar is provided with external screw thread.
7. a kind of pair of plate according to claim 6 connects Super High prefabricated buildings it is characterised in that：Described be provided with outer
It is fixedly connected by the long sleeve containing female thread between the reinforcing bar of screw thread；It is provided with the connection between two post bodies of connecting plate,
The circular hole on two connecting plates of mutual splicing is passed through to be fixedly connected by bolt；It is provided with symmetrical in two Mosaic faces of nut
Be fixedly connected by connector between nut, connector includes the long sleeve containing female thread, the two ends of long sleeve each with a spiral shell
Bar is connected, and screw rod is full thread structure.
8. a kind of pair of plate according to claim 7 connects Super High prefabricated buildings it is characterised in that：Described screw rod
Cross section is by two relative planes and to connect the cambered surface of two planes and constitute or the surface of screw rod is provided with through hole.
9. a kind of pair of plate according to claim 1 or 3 connects Super High prefabricated buildings it is characterised in that：Described steel
Circular hole on two blocks of steel plates is alignd and is directly fixedly connected through circular hole with bolt by being connected by between plate and steel plate, mutually interconnects
In the one group of biserial steel plate connecing, the spacing being smaller than another set biserial steel plate of one of which biserial steel plate, and spacing is little
One group of biserial steel plate opposite face on circular hole at be welded with nut.
10. a kind of pair of plate according to claim 1 or 3 connects Super High prefabricated buildings it is characterised in that：Described steel
The junction steel plate bolt that is connected by between plate and steel plate is fixedly connected, and the width of junction steel plate be more than steel plate expose width
Degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620809276.9U CN205975952U (en) | 2016-07-27 | 2016-07-27 | Superelevation layer prefabricated building that two boards are connected |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620809276.9U CN205975952U (en) | 2016-07-27 | 2016-07-27 | Superelevation layer prefabricated building that two boards are connected |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975952U true CN205975952U (en) | 2017-02-22 |
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ID=58027412
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620809276.9U Expired - Fee Related CN205975952U (en) | 2016-07-27 | 2016-07-27 | Superelevation layer prefabricated building that two boards are connected |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975952U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065662A (en) * | 2016-07-27 | 2016-11-02 | 浙江越宫钢结构有限公司 | The Super High prefabricated buildings that a kind of pair of plate connects |
-
2016
- 2016-07-27 CN CN201620809276.9U patent/CN205975952U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106065662A (en) * | 2016-07-27 | 2016-11-02 | 浙江越宫钢结构有限公司 | The Super High prefabricated buildings that a kind of pair of plate connects |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |