CN106065662A - The Super High prefabricated buildings that a kind of pair of plate connects - Google Patents
The Super High prefabricated buildings that a kind of pair of plate connects Download PDFInfo
- Publication number
- CN106065662A CN106065662A CN201610608411.8A CN201610608411A CN106065662A CN 106065662 A CN106065662 A CN 106065662A CN 201610608411 A CN201610608411 A CN 201610608411A CN 106065662 A CN106065662 A CN 106065662A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- plate
- shingle nail
- post body
- super high
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
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 present invention relates to the Super High prefabricated buildings that a kind of pair of plate connects, belong to field of house buildings.The super high rise structure being connected to each other including shingle nail, floorboard and post body, the side end face of shingle nail is connected with post body, the side end face of floorboard is connected with the side end face of shingle nail, the side end face of shingle nail and floorboard is equipped with the biserial steel plate containing some circular holes, at least side, post body height direction is provided with the biserial steel plate containing some circular holes, is bolted to connection between steel plate and steel plate；It is welded with nut at circular hole on biserial steel plate opposite face.The present invention is by the double plate connected modes between column construction and each precoated plate, form the shear wall structure of huge lattice column form, improve the horizontal shear strength of Super High assembled architecture, reduce the horizontal comparison of Super High assembled architecture, there is easy for installation, quick and that speed of application is fast feature；Meanwhile, all assembly parts of the present invention can recycle by being dismounted for multiple times, environmental protection and energy saving.
Description
Technical field
The present invention relates to a kind of prefabricated buildings, the Super High prefabricated buildings that a kind of pair of plate connects, belong to room
Room building field.
Background technology
Along with the development of prefabricated buildings Building technology, increasing building construction in recent years uses fabricated construction to enter
Row is built, and not only increases the speed of application of conventional house building, and various modular prefabricated Uniting manufactures, are also house
The standardized work of building 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 be connected node and cease
Manner of breathing closes, and especially for high-rise building series, owing to the horizontal loads such as earthquake are obvious, the control of relative storey displacement is right
One of structure safety control and the important indicator improving residence comfort, and conventional ultra high layer assembled architecture is for meeting interlayer position
The control requirement moved, scene takes substantial amounts of wet construction, and construction period is elongated, constrains assembled architecture speed of application fast
Advantage.
Summary of the invention
It is an object of the invention to provide the Super High prefabricated buildings that a kind of pair of plate connects, prefabricated with each by column construction
Double plate connected modes between plate, form the shear wall structure of huge lattice column form, improve Super High assembled architecture
Horizontal shear strength, has easy for installation, quick and that speed of application is fast feature.
To achieve these goals, the technical solution adopted in the present invention is:
The Super High prefabricated buildings that a kind of pair of plate connects, the superelevation being connected to each other including shingle nail, floorboard and post body
Rotating fields, 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, shingle nail and
The side end face of floorboard is equipped with the biserial steel plate containing some circular holes, and at least side, post body height direction is provided with containing some circular holes
Biserial steel plate, be bolted to connection between steel plate and steel plate；It is welded with nut at circular hole on biserial steel plate opposite face.
Described shingle nail include elementary cell shingle nail, connect floorboard shingle nail, connect stair shingle nail, 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 that laterally arrange 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 through nut by some groups of nuts；For compartment
Shingle nail positive and negative at least one side be provided with laterally arrangement and double steel plate containing some circular holes and longitudinally arrangement and
Biserial steel plate containing some circular holes, laterally the steel plate of arrangement intersects at cross or T-shaped or I shape with the steel plate of longitudinally arrangement；
Having 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 laterally arrangement and the single steel plate containing some circular holes, the downside circle of cantilevered plate top steel plate
Nut it is welded with 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 uses the multiple of interruption be configured or use integral type to lay continuously.
Described shingle nail positive and negative edge and post body height direction are equipped with through recess, shingle nail and post
Place one block of shrouding at the recess of body the same side, pour into a mould in the region enclosed by shingle nail, post body and two blocks of shroudings
Concrete；Or at the intra-zone cast concrete enclosed by shingle nail, post body, biserial steel plate；Or by shingle nail, post
The region that body, biserial steel plate enclose keeps hollow, and the outside cement mortar at biserial steel plate carries out floating process.
The edge of the upper and lower surfaces of described post body is respectively equipped with some intrinsic nuts of embedding post, 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
Not being 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 edge, top and bottom of post body is provided with some reinforcing bars, and the exposed junction of reinforcing bar sets
There is external screw thread.
Described being provided with between externally threaded reinforcing bar connects by the long sleeve containing female thread is fixing；It is provided with two of connecting plate
Connection between post body, is connected through the circular hole on two connecting plates of mutually splicing is fixing by bolt；It is provided with nut
Connecting by connector is fixing between nut symmetrical 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 block plates is alignd and directly passes circular hole with bolt by being connected by between described steel plate and steel plate
Fixing connect, 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.
It is connected by that junction steel plate bolt is fixing to be connected between described steel plate and steel plate, and the width of junction steel plate is big
Exposed width in steel plate.
The Super High prefabricated buildings that double plates that the present invention provides connect, by the double plates between column construction and each precoated plate even
Connect mode, form the shear wall structure of huge lattice column form, improve the horizontal shear strength of Super High assembled architecture, subtract
The horizontal comparison of little Super High assembled architecture, has easy for installation, quick and that speed of application is fast feature；Meanwhile, the present invention
All assembly parts can recycle by being dismounted for multiple times, environmental protection and energy saving.
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 Super High prefabricated buildings；
Fig. 2 is the main TV structure schematic diagram of Super High prefabricated buildings；
Fig. 3 is the front view of elementary cell shingle nail；
Fig. 4 is the plan structure schematic diagram of Fig. 3；
Fig. 5 is the front view of the shingle nail connecting floorboard；
Fig. 6 is the plan structure schematic diagram of Fig. 5；
Fig. 7 is the front view of the shingle nail employing structure one with cantilevered plate；
Fig. 8 is the plan structure schematic diagram of Fig. 7；
Fig. 9 is the front view of the shingle nail employing structure two with cantilevered plate；
Figure 10 is the plan structure schematic diagram of Fig. 9；
Figure 11 is the front view of the shingle nail for compartment；
Figure 12 is the plan structure schematic 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 plan structure schematic diagram of Figure 14；
Figure 16 is the post body front view using connected mode two；
Figure 17 is the plan structure schematic diagram of Figure 16；
Figure 18 is the post body front view using connected mode three；
Figure 19 is two the 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 representation that in connector, screw rod uses structure one；
Figure 23 is the schematic diagram that in connector, screw rod uses structure two；
Figure 24 is two the post body connection diagrams using connected mode two；
Figure 25 is the joint face schematic diagram of Figure 24；
Figure 26 is two the post body connection diagrams using connected mode three；
Figure 27 is the structural representation that shingle nail and post body use connected mode one；
Figure 28 is the structural representation that shingle nail and post body use connected mode two.
Detailed description of the invention:
The Super High prefabricated buildings that a kind of pair of plate that the present invention provides connects, as depicted in figs. 1 and 2, are by shingle nail 2, building
Panel 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, the side of floorboard
End face is connected with each other with the side end face of shingle nail 2, connects and composes huge lattice cylindricality especially by shingle nail 2 and post body 1
The shear wall structure of formula, improves horizontal shear strength and the speed of application of Super High assembled architecture.
In order to the composition of the present invention is more clearly described, below by the shingle nail 2 used, post body 1 and it
Connection node concrete structure between 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, connect the shingle nail of floorboard, connect the shingle nail of stair, for the shingle nail of compartment with have the metope of cantilevered plate
Plate, the concrete structure of a pair various shingle nail 2 illustrates below in conjunction with the accompanying drawings.
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
The biserial steel plate 3 of 4, the circular hole 4 on steel plate 3 can use multiple rows of being configured, steel in the most every shingle nail 2 or post body 1
The circular hole arranged on plate all can use multiple rows of setting, illustrates the most one by one, and accompanying drawing of the present invention is only illustrated as a example by single,
The setting of circular hole is in order to be attached by bolt between convenient steel plate.Employing biserial steel plate can be at steel when connecting for convenience
The outside of plate carries out twisting the operation of bolt, is also welded with nut (in figure at each circular hole 4 on biserial steel plate 3 opposite face
It is not drawn into).Wherein, steel plate 3 can use multiple interruption to arrange, and can save the consumption of steel, it would however also be possible to employ integral type is even
Continuous laying, has more preferable bonding strength, and accompanying drawing is only illustrated as a example by integral type, appears below in shingle nail 2 and post basis
The steel plate arranged on body 1 all can use as set above, illustrates the most one by one.The same elementary cell metope that arranges of floorboard hardens
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 laterally arrangement
And the double steel plate 9 containing some circular holes 10, just constitute the shingle nail (as shown in Figure 5 and Figure 6) connecting floorboard.Wherein, double
Also it is welded with nut at circular hole on row's steel plate 9 opposite face, it is same as above that purpose is set.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
One side is provided with cantilevered plate 11, and its connection with floorboard can be divided into two kinds of forms: 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 containing some circular holes
Be welded with nut at the double steel plate 12 of 13, and 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 coordinating
Time wet construction, it is also possible to arrange in the edge of cantilevered plate 11 side end face and can place the recess of shrouding and (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, and only need to be on cantilevered plate 11
The shingle nail 2 in portion is provided with laterally arrangement and the single steel plate 14 containing some circular holes 15, and at the bottom circular hole 15 of steel plate 14
It is welded with nut (being not drawn in figure), owing to floorboard is placed on cantilevered plate 11, the insufficient space of floorboard bottom, 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 it connect node to 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, at wall
On the positive and negative of panel 2 at least one side be provided with laterally arrangement and double steel plate 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 intersects at cross or T-shaped with the steel plate 16 of longitudinally arrangement
Or I shape, in accompanying drawing only as a example by I shape.At circular hole on above-mentioned double steel plate 9 opposite face respective with biserial steel plate 16 equal
It is welded with nut.Steel plate 9 is 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, at shingle nail 2
Positive and negative is provided with and is arranged into stair-stepping through nut 18 by some groups of nuts, and the through 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, can be arranged the most respectively as follows:
Arrange one: in view of the needs of the pipeline installation of prefabricated housing, on above-mentioned shingle nail 2, offer the cabling of pipeline the most in advance
Groove 5, or lay cabling pore the most in advance, facilitate the cabling of the various pipes such as water, electricity, gas and circuit；According to tool
The design of body building structure needs, it is also possible to window 6 or be provided with door 7 on the shingle nail 2 in such scheme in advance, or exists simultaneously
Not only windowed 6 on one piece of shingle nail but also be provided with door 7；The connection of the external agency such as shingle nail 2 and such as curtain wall for convenience, it is also possible to
Above-mentioned shingle nail arranges the built-in fitting such as breathing out the various ways such as fragrant groove, accompanying drawing omits.
Arrange two: further for preferably coordinating wet construction, connecting after facilitating shingle nail 2 to be connected with post body 1
Place cast concrete, also the positive and negative edge at above-mentioned shingle nail 2 are provided with through recess 8, can facilitate at concrete
When pouring at recess 8 place shrouding, in order to formed close 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 perpendicular to the upper and lower surfaces 21 of post body 1 and is configured, 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, it is simple to is connected formation closed area with shingle nail 2 and carries out the cast of concrete.
The post body 1 of said structure and the connection of shingle nail 2 can use two kinds of connected modes, one of which such as Figure 27 institute
Showing, Figure 27 is the structure for amplifying schematic diagram that in Fig. 1, A connects node, but in order to make accompanying drawing become 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, biserial steel plate on its shingle nail 2 side end face 3 is by junction steel plate 28 with the biserial steel plate 19 on post body 1
Being fixedly connected with bolt, now junction steel plate 28 is placed in the outside of biserial steel plate, with bolt through on biserial steel plate
Nut 32 at circular hole and circular hole is fixedly connected.Wherein, the width of junction steel plate 28 need to more than biserial steel plate expose width
Degree, the while of to guarantee, the steel plate with both sides is attached, and junction steel plate 28 can also use multiple interruption to be configured,
The consumption of steel plate can be saved, it would however also be possible to employ integral type is laid continuously, there is more preferable bonding strength.Another connection side
Formula as shown in figure 28, can use and is directly connected to, i.e. with the biserial steel plate 19 on post body 1 by the biserial steel plate 3 on shingle nail 2
By on the steel plate of both sides circular hole align, now, need to ensure wherein side biserial steel plate be smaller than other side biserial steel
The spacing of plate, and need to welded nut at the circular hole on the side biserial steel plate opposite face that spacing is less, by bolt through right
Being 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 uses which kind of connected mode above-mentioned with post body 1, and it all uses double plate to connect, its bonding strength
Meet the high-rise building requirement to horizontal loading, even if watering 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 use following several scheme:
Scheme 1: when using junction steel plate 28, junction steel plate 28 need to use integral type to lay continuously along joint face, steel plate 3 and steel plate
19 are also respectively adopted integral type lays along Mosaic face, continuously by shingle nail 2, post body 1, steel plate 3, steel plate 19 or junction steel plate
The region that 28 enclose jointly keeps hollow, only carries out the floating process of cement mortar in the outside of steel plate 3 and steel plate 19.This connection side
Case, it is not necessary to the cast of concrete, more accelerates the speed of application of high-rise building.
Scheme 2: when using junction steel plate 28, junction steel plate 28 need to use integral type to lay continuously along joint face, steel plate 3 He
Steel plate 19 is also respectively adopted integral type and lays continuously along Mosaic face, by shingle nail 2, post body 1, steel plate 3, steel plate 19 or company
Pour into a mould concrete in connecing 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 owing to post body 1 uses biserial steel plate to be connected with shingle nail 2, its bonding strength has met
The construction loads requirements such as the horizontal loading of high-rise building, therefore, can carry out the concrete cast of substrustion, while continuing
The construction of continuous superstructure, does not the most affect speed of application.
Scheme 3: when using junction steel plate 28, junction steel plate 28 both can use multiple being configured, it would however also be possible to employ one
Body formula is laid continuously along joint face, and steel plate 3 and steel plate 19 can use integral type lay continuously along Mosaic face or be interrupted too
Multiple be configured, at the shingle nail 2 recess with post body 1 the same side, place one block of shrouding 35, by metope after connection
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 uses biserial steel plate to connect equally, with scheme 2 described in identical, have no effect on whole
The progress of body construction.
And above-mentioned post body 1 is in high-rise building, multiple post body 1 is 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 at post body 1
Below bindiny mechanism is set on 21.Below only three kinds of bindiny mechanism's plans of establishment simple to operation of offer:
Post body 1 connected mode one: as shown in figure 15, this bindiny mechanism is to be arranged on edge, post body 1 top and bottom 21
Some nuts 23, are welded to connect by round steel between symmetrically arranged nut 23 between top and bottom 21 or are connected by round steel screw thread
Connect, to increase the tension effect of nut 23.There is connection such as Figure 19 and Figure 20 institute between two post bodies 1 of this bindiny mechanism
Showing, the steel plate on upper lower prop body 1 is connected with bolt is fixing by junction steel plate 28, and bolt is through the circular hole on steel plate and steel plate
Nut 32 at circular hole is fixedly connected, and by as shown in figure 21 between the symmetrical nut 23 on post body 1 top and bottom 21
Connector be fixedly connected, finally between the joint face of upper lower prop body 1 pour into a mould microdilatancy self-compacting concrete.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 uses, the screw rod 30 of both sides can be rotated to long sleeve 29 internal, Ke Yifang
Just the depositing and managing of parts, is difficult to lose accessory, during use, is outwards screwed out by the screw rod 30 of both sides, with the nut of both sides even
Connect.Operation on connecting for convenience, screw rod 30 can use following two structure to be configured:
Structure one: as shown in figure 22, is to be put down by two relative planes 300 and connection two by the Cross-section Design of screw rod 30
The cambered surface 301 in face 300 is constituted, so can the putting forth effort of convenient wrench, when rotary screw 30, can the tiger's jaw of spanner be stuck in flat
At face 300；Structure two: as shown in figure 23, offers a through hole 31 on screw rod 30, when rotary screw 30, and can be by bar-shaped
Instrument inserts in through hole 31, clamps the rod-like instrument stretched out outside through hole 31 with spanner and rotates.Above two structure is
Facilitate the operation that screw rod 30 is rotatably connected, 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 for being arranged on post body 1 top and bottom 21
On the connecting portion 24 of steel matter, 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.The post body 1 using this connected mode can be configured by below scheme:
Scheme one: post body 1 uses xoncrete structure, bindiny mechanism to be embedded into the inside, top and bottom 21 of post body 1, is only used as many
Connection between individual post body 1 uses, can the consumption of substantial amounts of saving steel.When two adjacent post bodies 1 connect, such as figure
Shown in 24 and Figure 25, Figure 24 connects the amplification assumption diagram of node corresponding to B in Fig. 2, and this structure is to be spelled by connecting plate 25 each other
It is connected together, through the circular hole 34 on connecting plate 25, two connecting plates 25 is fixed together by bolt 33.This connected mode
Simply, convenient to operation.
Scheme two: can be by connecting portion 24 as 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 in connecting portion 24, strengthens 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 continue with limit
Carry out the concrete cast of substrustion to construction limit, upper strata, do not affect the progress of whole construction period.Use the post of the program
Connection between body 1 is also with shown in Figure 24.
Post body 1 connected mode three: as shown in figure 18, arranges some reinforcing bars 27 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, has the connection between the post body 1 of this bindiny mechanism 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 the present invention provides use double plate to connect, by carrying out between shingle nail 2 and post body 1
Connect, form the shear wall structure of huge lattice column form, there is good shear resistance；It addition, use double plate to connect, permissible
Even if being designed to also to meet Structural Design Requirement at joint face cast concrete, Super High dress therefore can be improved further
Join the speed of application in formula house.
Claims (10)
1. the Super High prefabricated buildings that double plates connect, it is characterised in that: include shingle nail, floorboard and post body that
This super high rise structure connected, 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
Being connected, the side end face of shingle nail and floorboard is equipped with the biserial steel plate containing some circular holes, at least side, post body height direction
It is provided with the biserial steel plate containing some circular holes, is bolted to connection between steel plate and steel plate；Circle on biserial steel plate opposite face
Nut it is welded with at hole.
The Super High prefabricated buildings that a kind of pair of plate the most according to claim 1 connects, 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.
The Super High prefabricated buildings that a kind of pair of plate the most according to claim 2 connects, it is characterised in that: described connection building
On the shingle nail positive and negative of panel, at least one side is provided with that laterally arrange and containing some circular holes double steel plate；Connect the wall of stair
Panel positive and negative is provided with and is arranged into stair-stepping through nut by some groups of nuts；On the shingle nail positive and negative of compartment at least
Double steel plate that is that be simultaneously provided with laterally arrangement and that contain some circular holes and longitudinal that arrange and containing some circular holes biserial steel plate,
Laterally the steel plate of arrangement intersects at cross or T-shaped or I shape with the steel plate of longitudinally arrangement；There is the shingle nail of cantilevered plate just
On reverse side, at least one side is provided with cantilevered plate, on the shingle nail on the top that the side end face of cantilevered plate is provided with double steel plate or cantilevered plate
It is provided with laterally arrangement and the single steel plate containing some circular holes, at the lower mother rib lateral rotundum of cantilevered plate top steel plate, is 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. the Super High prefabricated buildings connected according to a kind of pair of plate described in claim 1 or 3, it is characterised in that: described steel
Plate uses the multiple of interruption be configured or use integral type to lay continuously.
The Super High prefabricated buildings that a kind of pair of plate the most according to claim 1 connects, it is characterised in that: described shingle nail
Positive and negative edge and post body height direction are equipped with at the recess of through recess, shingle nail and post body the same side
Place one block of shrouding, in the region enclosed by shingle nail, post body and two blocks of shroudings, pour into a mould concrete；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, and the outside cement mortar at biserial steel plate carries out floating process.
The Super High prefabricated buildings that a kind of pair of plate the most according to claim 1 connects, it is characterised in that: described post body
The edge of upper and lower surfaces be respectively equipped with some intrinsic nuts of embedding post, 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, waters in connecting portion
Note concrete；Or the edge, top and bottom of post body is provided with some reinforcing bars, and the exposed junction of reinforcing bar is provided with external screw thread.
The Super High prefabricated buildings that a kind of pair of plate the most according to claim 6 connects, it is characterised in that outside being provided with described in:
Connect by the long sleeve containing female thread is fixing between the reinforcing bar of screw thread；It is provided with the connection between two post bodies of connecting plate,
Connected through the circular hole on two connecting plates of mutually splicing is fixing by bolt；It is provided with in two Mosaic faces of nut symmetry
Connecting by connector is fixing between nut, connector includes the long sleeve containing female thread, and the two ends of long sleeve are each with a spiral shell
Bar is connected, and screw rod is full thread structure.
The Super High prefabricated buildings that a kind of pair of plate the most according to claim 7 connects, 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. the Super High prefabricated buildings connected according to a kind of pair of plate described in claim 1 or 3, it is characterised in that: described steel
Circular hole on two block plates is alignd and is directly connected through circular hole is fixing with bolt by being connected by between plate with steel plate, interconnects mutually
In the one group of biserial steel plate connect, 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. the Super High prefabricated buildings connected according to a kind of pair of plate described in claim 1 or 3, it is characterised in that: described steel
Be connected by that junction steel plate bolt is fixing to be connected between plate with steel plate, 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 |
|---|---|---|---|
| CN201610608411.8A CN106065662A (en) | 2016-07-27 | 2016-07-27 | The Super High prefabricated buildings that a kind of pair of plate connects |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610608411.8A CN106065662A (en) | 2016-07-27 | 2016-07-27 | The Super High prefabricated buildings that a kind of pair of plate connects |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106065662A true CN106065662A (en) | 2016-11-02 |
Family
ID=57207219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610608411.8A Pending CN106065662A (en) | 2016-07-27 | 2016-07-27 | The Super High prefabricated buildings that a kind of pair of plate connects |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106065662A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436896A (en) * | 2016-12-08 | 2017-02-22 | 四川华构住宅工业有限公司 | Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001107452A (en) * | 1999-10-06 | 2001-04-17 | Arutesu:Kk | Structure of joint of column materials |
| KR101062592B1 (en) * | 2009-12-15 | 2011-09-07 | 이창남 | Reciprocal Joint Method of Reinforcement Column Assembly Columns |
| CN203213346U (en) * | 2013-04-28 | 2013-09-25 | 中国十七冶集团有限公司 | Connecting structure for assembling integral concrete frame and shear wall |
| CN104612287A (en) * | 2014-05-17 | 2015-05-13 | 谢合清 | Wall and column structure of modular steel-structured building |
| CN205000554U (en) * | 2015-09-25 | 2016-01-27 | 赵洪波 | A concrete column for assembling overall structure |
| CN205975952U (en) * | 2016-07-27 | 2017-02-22 | 浙江越宫钢结构有限公司 | Superelevation layer prefabricated building that two boards are connected |
-
2016
- 2016-07-27 CN CN201610608411.8A patent/CN106065662A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001107452A (en) * | 1999-10-06 | 2001-04-17 | Arutesu:Kk | Structure of joint of column materials |
| KR101062592B1 (en) * | 2009-12-15 | 2011-09-07 | 이창남 | Reciprocal Joint Method of Reinforcement Column Assembly Columns |
| CN203213346U (en) * | 2013-04-28 | 2013-09-25 | 中国十七冶集团有限公司 | Connecting structure for assembling integral concrete frame and shear wall |
| CN104612287A (en) * | 2014-05-17 | 2015-05-13 | 谢合清 | Wall and column structure of modular steel-structured building |
| CN205000554U (en) * | 2015-09-25 | 2016-01-27 | 赵洪波 | A concrete column for assembling overall structure |
| CN205975952U (en) * | 2016-07-27 | 2017-02-22 | 浙江越宫钢结构有限公司 | Superelevation layer prefabricated building that two boards are connected |
Non-Patent Citations (1)
| Title |
|---|
| 杨嗣信 等: "《建筑工程模板施工手册》", 31 January 1997 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436896A (en) * | 2016-12-08 | 2017-02-22 | 四川华构住宅工业有限公司 | Transverse full-dry wall connecting structure applied to prefabricated building and assembling method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104563288B (en) | Reinforced concrete frame gridding slab prefabricated energy-saving house | |
| CN105756191B (en) | The connecting structure of beam column nodes of assembly concrete shaped pile frame | |
| CN104179250B (en) | Light-board house system and construction method thereof | |
| CN206971471U (en) | One kind interval steel pipe and combined concrete shear wall system | |
| CN107447901A (en) | Anti-seismic prefabricated floor and floor antidetonation splicing construction | |
| CN207177329U (en) | A kind of prefabricated hollow floor bracing means | |
| CN105089182B (en) | A kind of concrete partition system and its construction method for steel construction | |
| CN206090835U (en) | High -rise prefabricated building | |
| CN206941945U (en) | The precast floor slab and plate of a kind of light energy-conserving and environment-protective and the attachment structure of plate, plate and beam | |
| CN205875418U (en) | Assembled concrete wall and floor dry -type connection structure | |
| CN205975952U (en) | Superelevation layer prefabricated building that two boards are connected | |
| CN106065662A (en) | The Super High prefabricated buildings that a kind of pair of plate connects | |
| CN104878863B (en) | Construction method of light composite floor | |
| CN208545857U (en) | A kind of new-type laminated floor slab being easily installed | |
| CN205894275U (en) | Superelevation layer prefabricated building that veneer is connected | |
| CN206873728U (en) | A kind of attachment structure of precast floor slab | |
| CN206289736U (en) | A kind of assembly concrete beam-column connection | |
| CN106638956A (en) | Concrete wallboard and ribbed slab dry type connection node | |
| CN205894322U (en) | Shingle nail of joinable stair that veneer is connected | |
| CN206616695U (en) | A kind of concrete panel and girt strip floor dry type connecting node | |
| CN206090965U (en) | Cast -in -place composite wall | |
| CN113323196A (en) | Reinforced concrete wall with optimized filled wall and construction method thereof | |
| CN106049664A (en) | Veneer connecting high-rise assembly type house | |
| CN207646886U (en) | The assembled arthitecutral structure that steel construction is combined with concrete structure | |
| CN104878857B (en) | A kind of lightweight prefabricated combined wall body |
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: 20161102 |