CN208122030U - It is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house - Google Patents
It is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house Download PDFInfo
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- CN208122030U CN208122030U CN201720862392.1U CN201720862392U CN208122030U CN 208122030 U CN208122030 U CN 208122030U CN 201720862392 U CN201720862392 U CN 201720862392U CN 208122030 U CN208122030 U CN 208122030U
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Abstract
The utility model relates to it is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house, including by steel column, girder steel, floor, the multilayer shear wall structure that roof boarding and shear wall slab are assembled into, shear wall slab encloses rectangular cavities structure by steel plate, in inside cavity, lower steel plate is connected by supporter, connection otic placode is equipped on the outer wall of cavity length direction both ends, perpendicular to being equipped with end steel plate on one of side end face in cavity length direction, several grout holes are opened up on the steel plate of end and are equipped with connection otic placode, perpendicular on cavity length direction, several through-holes of the edge of lower steel plate, on, the inside through hole welded nut of lower steel plate；It is fixedly connected by junction steel plate between shear wall slab and steel column and shear wall slab.The utility model is suitable for multilayer, high level or super high-rise building field, has short construction period, the advantage that weight bearing power is strong, anti-flexing effect is good, shearing resistance effect is good.
Description
Technical field
The utility model relates to a kind of prefabricated buildings building, it is specifically a kind of enclosed as steel plate made of shear wall slab fill
The shear wall house matched.
Background technique
Shear wall structure in traditional architecture is the beam column replaced in frame structure with reinforced concrete wall panel, can be undertaken
Internal force caused by all kinds of loads, and can be effectively controlled the horizontal force of structure, it is this born with reinforced concrete wall panel it is vertical and
The structure of horizontal force is known as shear wall structure, and this structure is largely used in high-rise or Super High house.Traditional shearing
Wall system house, needs poured in place concrete, long construction period, and progress is slow, it is difficult to meet and modernize allegro life
Demand.And fabricated shear wall building can not only be expired by the structure design and the design of each connecting node of prefabricated board
The load requirement in sufficient house can also increase substantially construction speed.
The house that precast shear wall plate is assembled made of steel plate encloses has stronger stress performance, especially
Suitable for the seismic areas building of highlight lines.
Utility model content
The purpose of the utility model is to provide it is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house, fit
For multilayer, high level or super high-rise building field, with short construction period, the advantage that weight bearing power is strong, shearing resistance effect is good is undertaken.
To achieve the goals above, technical solution used by the utility model is：
It is a kind of enclosed as steel plate made of the shear wall house that assembles of shear wall slab, including steel column, floor, roof boarding and cut
The multilayer shear wall structure that power wallboard is assembled into, is not connected to the steel column of shear wall slab and girder steel connect to form no wall standard width of a room in an old-style house, described
The ontology of shear wall slab encloses rectangular cavities structure by steel plate, passes through supporter between the upper steel plate and lower steel plate of inside cavity
It is fixedly connected, is equipped with connection otic placode on the both ends lateral wall of cavity along its length, wherein perpendicular to cavity length direction
One side end face is equipped with end steel plate, several grout holes is opened up on the steel plate of end, perpendicular to the upper and lower steel in cavity length direction
Several through-holes of the edge of plate, the inside through hole welded nut of upper and lower steel plate, inside cavity are kept in hollow or cavity
Portion's casting concrete, is fixed with connection otic placode on the steel plate of end, and the lateral wall of upper steel plate and/or lower steel plate is equipped with connection strap
Plate；Connection otic placode also is provided on the joint face of steel column side, two sides connection otic placode of the shear wall slab along cavity length direction is distinguished
It is fixedly connected with the connection otic placode on steel column by junction steel plate, shear wall slab upper and lower end face is upper with other one piece of shear wall slab
Lower end surface is fixed by bolts on the welded nut at two pieces of shear wall slab edges by junction steel plate, and one end of floor is placed on company
Casting concrete at joint face on narrow bars plate, and between floor and shear wall slab.
The connection otic placode is all made of single-row setting, or is all made of biserial setting, if opening up bolt stem in connection otic placode
Hole, welded nut at the bolt hole on connection otic placode face relative to each other when being arranged using biserial in biserial；Connection otic placode uses
Multiple discontinuous are laid or are continuously laid using integral type.
The supporter is plug welding fashioned iron or plug welding reinforcing bar, several through-holes is symmetrically opened up on upper and lower steel plate, by fashioned iron or steel
It is fixed that muscle is inserted into through hole plug solid welding；Or supporter is bolt, several through-holes is symmetrically opened up on upper and lower steel plate, by bolt from wherein
The outside of one side through hole, which is inserted into, to be simultaneously pierced by from another side through hole, and the nut on bolt is fixed with lower steel plate spot welding, upper steel plate it is interior,
The screw rod that outside is equipped on nut and bolt tightens fixation；Or supporter is screw rod, is symmetrically opened up on upper and lower steel plate several
Screw rod is inserted into from a wherein side through hole and is pierced by from another side through hole, is respectively provided with spiral shell in the medial and lateral of upper and lower steel plate by through-hole
It is female to tighten fixation with screw rod；Or supporter is bolt, and the nut on bolt is weldingly fixed on the inner wall of lower steel plate, is only existed
Several through-holes are opened up on upper steel plate enables the screw rod of bolt be pierced by from through-hole, is equipped with nut and spiral shell in the medial and lateral of upper steel plate
Screw rod on bolt tightens fixation；Or the supporter is screw rod, one end of screw rod is weldingly fixed on the inner wall of lower steel plate, spiral shell
The other end of bar is equipped with the micro screw that diameter is less than screw body, and it is logical less than screw body that several diameters are opened up on upper steel plate
Hole, micro screw are pierced by and are secured with nuts from through-hole；Or supporter is bolt, and the nut on bolt is weldingly fixed on down
On the inner wall of steel plate, the screw end head on bolt is equipped with the micro screw that diameter is less than screw body, opens up on upper steel plate several
Diameter is less than the through-hole of screw body, and micro screw is pierced by and is secured with nuts from through-hole；Or supporter is screw rod, screw rod
Both ends are respectively equipped with the micro screw that diameter is less than screw body, and several diameters are symmetrically opened up on upper and lower steel plate less than screw body
Through-hole, the micro screw of screw end head is secured with nuts after being pierced by through-hole.
The floor is precast floor slab, and the side end face of floor is equipped with biserial connection otic placode, the connection batten on shear wall slab
It also is biserial, the connection otic placode on floor is fixedly connected with the connection batten on shear wall slab by junction steel plate, and in floor
With the junction casting concrete of shear wall slab；Or the floor is precast floor slab, the side end face of floor is equipped with single-row connection
Otic placode and reinforcing bar, two blocks of steel plates outside of shear wall slab are equipped with connection batten, and shear wall slab is equipped with two blocks of steel plates of perforation
Through-hole, the connection otic placode on floor is fixedly connected with batten is connect, between the reinforcing bar on two pieces of floors of shear wall slab two sides
It is fixedly connected by the connection joint bar being pierced by from through-hole, and in the junction casting concrete of two pieces of floors and shear wall slab；
Or the floor is that Prefabricated stacking floor and local cast-in-place concrete are composed, and is all provided on the outside of two blocks of steel plates of shear wall slab
There is connection batten, shear wall slab is equipped with the through-hole of two blocks of steel plates of perforation, and one end of Prefabricated stacking floor is placed on connection batten
On, the side end face of Prefabricated stacking floor is equipped with reinforcing bar, and Prefabricated stacking floor is equipped with precast reinforced truss, shear wall slab two sides
It is fixedly connected between reinforcing bar on Prefabricated stacking floor by passing through the connection joint bar of through-hole, in addition passes through the connection joint bar of through-hole
Both ends be inserted respectively into inside the precast reinforced truss of shear wall slab two sides, coagulation is finally poured on Prefabricated stacking floor
Soil；Or the floor is cast-in-place concrete floor, is equipped with connection batten on two blocks of steel plates of shear wall slab, on shear wall slab
Through-hole equipped with two blocks of steel plates of perforation, one end of steel floor support plate are placed on connection batten, and steel floor support plate is equipped with precast reinforced
Truss, the connection joint bar both ends across through-hole are inserted into respectively inside the precast reinforced truss of shear wall slab two sides, finally in steel building
Casting concrete on board.
Floor at the no wall standard width of a room in an old-style house uses precast floor slab, and the side end face of floor is equipped with biserial connection otic placode, two pieces of buildings
One end of plate is placed on jointly at the top of girder steel, and peg is equipped at the top of girder steel, passes through connection between the connection otic placode on two pieces of floors
Interal fixation connection, and the casting concrete at the enclosing at the top of two pieces of floors and girder steel；Or the building at the no wall standard width of a room in an old-style house
Plate uses precast floor slab, and the side end face of floor is equipped with single-row connection otic placode and reinforcing bar, is welded with several nuts at the top of girder steel, and two
One end of block floor is placed on jointly at the top of girder steel, and connection otic placode of the connection otic placode on girder steel, two pieces of floors passes through
Bolt is fixed on the nut at the top of girder steel, is tied up or is welded and fixed by connecting joint bar between the reinforcing bar on two pieces of floors, and
The casting concrete at the enclosing at the top of two pieces of floors and girder steel；Or the floor at the no wall standard width of a room in an old-style house uses precast floor slab,
The side end face of floor is equipped with single-row connection otic placode and reinforcing bar, and peg is equipped at the top of girder steel, the connection otic placode on two pieces of floors it
Between be fixedly connected by junction steel plate, tie up or be welded and fixed by connecting joint bar between the reinforcing bar on two pieces of floors, and two
Casting concrete at enclosing at the top of block floor and girder steel；Or the floor at the no wall standard width of a room in an old-style house using Prefabricated stacking floor and
Local cast-in-place concrete is composed, and one end of two pieces of Prefabricated stacking floors is placed on jointly at the top of girder steel, Prefabricated stacking floor
Side end face be equipped with reinforcing bar, the top of girder steel is equipped with peg, ties up or weld between the reinforcing bar on two pieces of Prefabricated stacking floors and consolidate
Fixed, Prefabricated stacking floor is equipped with precast reinforced truss, and the both ends for connecting joint bar are inserted respectively into two precast reinforced truss
Portion, and casting concrete on Prefabricated stacking floor and at the top of girder steel；Or the floor at the no wall standard width of a room in an old-style house is using cast-in-place
One end of steel floor support plate is fixed at the top of girder steel by concrete floor by peg, and is arranged on steel floor support plate precast reinforced
Truss, inside the precast reinforced truss on two pieces of steel floor support plates being inserted at the top of girder steel with connection joint bar, and in steel floor support plate
Casting concrete at the top of upper and girder steel.
House provided by the utility model, be suitable for multilayer, high level or super high-rise building field, have short construction period,
Undertake the advantage that weight bearing power is strong, anti-flexing effect is good, shearing resistance effect is good.
The utility model is further elaborated below by way of the drawings and specific embodiments.
Detailed description of the invention：
Fig. 1 is shear wall structure house partial front elevation view；
Fig. 2 is the connecting node figure of the first embodiment at A-A in Fig. 1；
Fig. 3 is the connecting node figure of second of embodiment at A-A in Fig. 1；
Fig. 4 is the connecting node figure of the third embodiment at A-A in Fig. 1；
Fig. 5 is the connecting node figure of the 4th kind of embodiment at A-A in Fig. 1；
Fig. 6 is the connecting node figure of the first embodiment at B-B in Fig. 1；
Fig. 7 is the connecting node figure of second of embodiment at B-B in Fig. 1；
Fig. 8 is the connecting node figure of the third embodiment at B-B in Fig. 1；
Fig. 9 is the connecting node figure of the 4th kind of embodiment at B-B in Fig. 1；
Figure 10 is the connecting node figure of the 5th kind of embodiment at B-B in Fig. 1；
Figure 11 is the schematic view of the front view of shear wall slab；
Figure 12 is the overlooking structure diagram of Figure 11；
Figure 13 is the structural schematic diagram of supporter employing mode one；
Figure 14 is the structural schematic diagram of supporter employing mode two；
Figure 15 is the structural schematic diagram of supporter employing mode three；
Figure 16 is the structural schematic diagram of supporter employing mode four；
Figure 17 is the structural schematic diagram of supporter employing mode five；
Figure 18 is the structural schematic diagram of supporter employing mode six；
Figure 19 is the structural schematic diagram of supporter employing mode seven.
Specific embodiment：
3 structure of shear wall slab used by house provided by the utility model is as shown in Figure 11 to Figure 19, shear wall slab 3
Ontology encloses rectangular configuration by steel plate, is fixedly connected between the upper steel plate 18 and lower steel plate 19 of cavity by supporter 20.For
Facilitate the connection of shear wall slab 3, also connection otic placode 13 is equipped on the both ends lateral wall in cavity length direction, perpendicular to chamber
One of side end face in body length direction is equipped with end steel plate 15, opens up several grout holes 17 on end steel plate 15, convenient
It is subsequent internally to inject concrete from grout hole 17.Several lead to is opened up perpendicular to the upper and lower edges of plate in cavity length direction
Hole, the inside through hole welded nut 23 of upper and lower steel plate.If shear wall slab 3 is in low-rise building, bonding strength have been accorded with
The inside for closing design requirement then shear wall slab 3 can keep hollow, if in multilayer, high level or super high-rise building, cavity
Answer casting concrete in inside.The shear wall slab 3 of above structure is suitable for the house of shear wall structure, for convenience of shear wall slab 3
With the assembly of floor 5, connection batten 14 is equipped with also on the lateral wall of the upper steel plate 18 of shear wall slab 3 and/or lower steel plate 19, if
Shear wall slab 3 is only unilateral to connect floor 5, then connecting batten 14 can be only arranged in the outside of wherein one block of steel plate, if shear wall
The two sides of plate 3 all connect floor 5, just connection batten 14 must be arranged simultaneously in the lateral wall of two blocks of steel plates.
The above-mentioned connection otic placode 13 referred to can use single-row setting, can also be arranged using biserial, and in engaging lug
Several bolts hole are opened up on plate 13, for recommending to be arranged using biserial in high-rise or super high-rise building, bonding strength is higher, can be with
The assembly construction of superstructure is continued on side, and side carries out pouring for lower-layer concrete, do not influence the progress of construction.It is set when using biserial
When setting, need at the bolt hole on the face relative to each other of connection otic placode 13 of biserial welded nut 16, because of biserial connection otic placode 13
Between spacing it is narrow, be unfavorable for twisting bolt operation, being arranged after welded nut 16 can be by bolt from the outside of connection otic placode 13
It is inserted into and is connected with welded nut 16.Connection otic placode 13 can be adopted connection otic placode 13 using steel in order to save rolled steel dosage
It is laid with multiple interruptions, can also continuously be laid using integral type, there is better bonding strength in this way.The utility model is implemented
Mentioned in example to all connection otic placodes 13 setting of above structure can be used.
It can be in the following ways for connecting the supporter 20 of upper and lower steel plate in above-mentioned shear wall slab 3：
Mode one：As shown in figure 13, supporter 20 is plug welding fashioned iron or plug welding reinforcing bar, if symmetrically opening up on upper and lower steel plate
Dry through-hole determines fashioned iron or reinforcing bar insertion through hole plug solid welding.
Mode two：As shown in figure 14, supporter 20 is bolt, symmetrically opens up several through-holes on upper and lower steel plate, by bolt from
Wherein the outside of a side through hole is inserted into and is pierced by from another side through hole, and the nut on bolt is fixed with 19 spot welding of lower steel plate, upper steel
The screw rod that the medial and lateral of plate 18 are equipped on nut and bolt tightens fixation.
Mode three：As shown in figure 15, supporter 20 is bolt, and the nut on bolt is weldingly fixed in lower steel plate 19
On wall, several through-holes are only opened up on upper steel plate 18, the screw rod of bolt is enabled to be pierced by from through-hole, it is equal in the medial and lateral of upper steel plate 18
Fixation is tightened equipped with the screw rod on nut and bolt.
Mode four：As shown in figure 16, supporter 20 is screw rod, symmetrically opens up several through-holes on upper and lower steel plate, by screw rod from
Wherein a side through hole is inserted into and is pierced by from another side through hole, is respectively provided with nut in the medial and lateral of upper and lower steel plate and screw rod is tightened admittedly
It is fixed.
Mode five：As shown in figure 17, supporter 20 is screw rod, and one end of screw rod is weldingly fixed on the inner wall of lower steel plate 19
On, the other end of screw rod is equipped with the micro screw 21 that diameter is less than screw body, and several diameters are opened up on upper steel plate 18 less than screw rod
The through-hole of ontology, micro screw 21 are pierced by and are secured with nuts from through-hole.
Mode six：As shown in figure 18, supporter 20 is bolt, and the nut on bolt is weldingly fixed in lower steel plate 19
On wall, the screw end head on bolt is equipped with the micro screw 21 that diameter is less than screw body, and several diameters are opened up on upper steel plate 18
Less than the through-hole of screw body, micro screw 21 is pierced by and is secured with nuts from through-hole.
Mode seven：As shown in figure 19, supporter 20 is screw rod, and the both ends of screw rod are respectively equipped with diameter less than screw body
Micro screw 21 symmetrically opens up the through-hole that several diameters are less than screw body on upper and lower steel plate, by the micro screw 21 of screw end head from
It is secured with nuts after being pierced by through-hole.
With shear wall slab 3 provided by the utility model constitute shear wall structure house, mainly by steel column 1, floor 5,
The multilayer shear wall structure that roof boarding and shear wall slab 3 are assembled into.When needing some places to be not required to according to the design pattern in house
When connecting shear wall slab 3, no wall standard width of a room in an old-style house 4 can be connected and composed by steel column 1 and girder steel 2.Connect the steel column side of shear wall slab 3
Joint face be equipped with connection otic placode 13, the left and right ends of shear wall slab 3 connect with steel column 1, i.e. two along cavity length direction
Side connection otic placode 13 is fixedly connected by junction steel plate 6 with bolt with the connection otic placode 13 on steel column 1.And shear wall slab 3 is upper
Lower end then carries out with other shear wall slab 3 longitudinally connected to increase shear wall height, and the longitudinally connected of shear wall slab 3 is also logical
Junction steel plate 6 is crossed to be fixed by bolts on the welded nut 23 at two pieces of 3 edges of shear wall slab.It, can be from end after the completion of connection
Grout hole 17 on steel plate 15 is to 3 inside casting concrete of shear wall slab.House assembly used in floor 5 can use with
Under several structures：
Structure one：Floor 5 is precast floor slab, and the side end face of precast floor slab is equipped with biserial connection otic placode 13.
Structure two：Floor 5 is precast floor slab, and the side end face of precast floor slab is equipped with single-row connection otic placode 13 and reinforcing bar.
Structure three：Floor 5 is composed of Prefabricated stacking floor 9 and local cast-in-place concrete, is set on Prefabricated stacking floor 9
Precast reinforced truss 10 is set, casting concrete forms floor 5 on Prefabricated stacking floor 9.
Structure four：Floor 5 uses cast-in-place concrete floor, precast reinforced truss 10 is arranged on steel floor support plate 11, in steel
Casting concrete constitutes cast-in-situ floor on floor support plate 11.
When shear wall slab 3 is connect with floor 5（Node at A-A in Fig. 1）, using structure one floor when, such as Fig. 2 institute
Show, the connection batten 14 on shear wall slab 3 is also biserial, the connection batten in connection otic placode 13 and shear wall slab 3 on floor 5
14 are fixedly connected by junction steel plate 6, and in the junction casting concrete of floor 5 and shear wall slab 3.When using structure two
When floor, as shown in figure 3, shear wall slab 3 is equipped with the through-hole of two blocks of steel plates of perforation, the connection otic placode 13 on floor 5 with connect
Batten 14 is fixedly connected with bolt, the company between the reinforcing bar on two pieces of floors 5 of 3 two sides of shear wall slab by being pierced by from through-hole
It patches muscle 8 and ties up or be welded and fixed connection, and in the junction casting concrete of two pieces of floors 5 and shear wall slab 3.When using knot
When the floor of structure three, as shown in figure 4, shear wall slab 3 is equipped with the through-hole of two blocks of steel plates of perforation, by the one of Prefabricated stacking floor 9
End is placed on connection batten 14, and the side end face of Prefabricated stacking floor 9 is equipped with reinforcing bar, the prefabricated overlapping building of 3 two sides of shear wall slab
Connection is tied up or be welded and fixed by passing through the connection joint bar 8 of through-hole between reinforcing bar on plate 9, is worn with other connection joint bar 8
It crosses through-hole to be inserted into inside the precast reinforced truss 10 of 3 two sides of shear wall slab, finally pours coagulation on Prefabricated stacking floor 9
Soil.When using the floor of structure four, as shown in figure 5, shear wall slab 3 is equipped with the through-hole of two blocks of steel plates of perforation, steel building is held
One end of plate 11 is placed on connection batten 14, and the precast reinforced purlin of through-hole insertion 3 two sides of shear wall slab is passed through with connection joint bar 8
Inside frame 10, the last casting concrete on steel floor support plate 11.
For not needing connection shear wall slab 3, the then connecting node of floor 5 at no wall standard width of a room in an old-style house 4（In Fig. 1 shown in B-B）
Relate only to the connection with girder steel 2.When floor 5 is using structure a period of time, as shown in fig. 6, one end of two pieces of floors 5 is placed jointly
At 2 top of girder steel, peg 12 is equipped at the top of girder steel 2, peg 12 facilitates girder steel 2 and the connection of concrete is more firm, and two pieces
It is fixedly connected by junction steel plate 6 with bolt between connection otic placode 13 on floor 5, and at 2 top of two pieces of floors 5 and girder steel
Casting concrete at enclosing.When floor 5 is using structure two, as shown in fig. 7, several nuts 7 are welded at the top of girder steel 2, by two
One end of block floor 5 is placed on 2 top of girder steel, and engaging lug of the connection otic placode 13 on girder steel 2, two pieces of floors 5 jointly
Plate 13 is bolted on the nut 7 at the top of girder steel 2, tied up between the reinforcing bar on two pieces of floors 5 by connecting joint bar 8 or
It is welded and fixed, and the casting concrete at the enclosing at 2 top of two pieces of floors 5 and girder steel.When floor 5 is using structure two, may be used also
With as shown in figure 8, being equipped with peg 12 at the top of girder steel 2, it is fixed to pass through junction steel plate 6 between the connection otic placode 13 on two pieces of floors 5
It connects, ties up or be welded and fixed by connecting joint bar 8 between the reinforcing bar on two pieces of floors 5, and pushed up in two pieces of floors 5 and girder steel 2
Casting concrete at the enclosing in portion.When floor 5 is using structure three, as shown in figure 9, by one end of two pieces of Prefabricated stacking floors 9
It is placed on the top of girder steel 2 jointly, the side end face of Prefabricated stacking floor 9 is equipped with reinforcing bar, and the top of girder steel 2 is equipped with peg 12, and two pieces
It ties up or is welded and fixed between reinforcing bar on Prefabricated stacking floor 9, be inserted into two precast reinforced truss 10 with connection joint bar 8
Portion, and on Prefabricated stacking floor 9 and 2 top casting concrete of girder steel.When floor 5 is using structure four, as shown in Figure 10,
One end of two pieces of steel floor support plates 11 is fixed on 2 top of girder steel by peg 12, is inserted into 2 top of girder steel with connection joint bar 8
Inside precast reinforced truss 10 on two pieces of steel floor support plates 11, and on steel floor support plate 11 and 2 top casting concrete of girder steel.
Above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, those of ordinary skill in the art couple
Other modifications or equivalent replacement that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope should all cover in the scope of the claims of the utility model.
Claims (3)
1. it is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house, it is characterised in that：Including steel column, floor,
The multilayer shear wall structure that roof boarding and shear wall slab are assembled into, is not connected to the steel column of shear wall slab and girder steel connect to form no wall
The ontology of the standard width of a room in an old-style house, the shear wall slab encloses rectangular cavities structure by steel plate, between the upper steel plate and lower steel plate of inside cavity
It is fixedly connected by supporter, connection otic placode is equipped on the both ends lateral wall of cavity along its length, perpendicular to cavity length
One of side end face in direction is equipped with end steel plate, several grout holes is opened up on the steel plate of end, perpendicular to cavity length side
To upper and lower edges of plate open up several through-holes, the inside through hole welded nut of upper and lower steel plate, during inside cavity is kept
Empty or inside cavity casting concrete, is fixed with connection otic placode on the steel plate of end, on the lateral wall of upper steel plate and/or lower steel plate
Equipped with connection batten；Connection otic placode also is provided on the joint face of steel column side, shear wall slab connects along the two sides in cavity length direction
Ear connecting plate is fixedly connected with the connection otic placode on steel column by junction steel plate respectively, and shear wall slab upper and lower end face is cut with other one piece
The upper and lower end face of power wallboard is fixed by bolts on the welded nut at two pieces of shear wall slab edges by junction steel plate, and the one of floor
End is placed on connection batten, and casting concrete at the joint face between floor and shear wall slab；The connection otic placode is equal
Using single-row setting, or it is all made of biserial setting, several bolts hole is opened up in connection otic placode, in biserial when being arranged using biserial
Connection otic placode face relative to each other on bolt hole at welded nut；Connection otic placode is laid using multiple discontinuous or using one
Formula is continuously laid；The supporter is plug welding fashioned iron or plug welding reinforcing bar, several through-holes is symmetrically opened up on upper and lower steel plate, by fashioned iron
Or reinforcing bar insertion through hole plug solid welding is fixed；Or supporter is bolt, symmetrically opens up several through-holes on upper and lower steel plate, by bolt from
Wherein the outside of a side through hole is inserted into and is pierced by from another side through hole, and the nut on bolt is fixed with lower steel plate spot welding, upper steel plate
The screw rod that is equipped on nut and bolt of medial and lateral tighten fixation；Or supporter is screw rod, is symmetrically opened on upper and lower steel plate
If several through-holes, screw rod is inserted into from a wherein side through hole and is pierced by from another side through hole, it is equal in the medial and lateral of upper and lower steel plate
Setting nut and screw rod tighten fixation；Or supporter is bolt, and the nut on bolt is weldingly fixed on to the inner wall of lower steel plate
On, several through-holes are only opened up on upper steel plate, the screw rod of bolt is enabled to be pierced by from through-hole, be equipped with spiral shell in the medial and lateral of upper steel plate
Female screw rod on bolt tightens fixation；Or the supporter is screw rod, one end of screw rod is weldingly fixed on the interior of lower steel plate
On wall, the other end of screw rod is equipped with the micro screw that diameter is less than screw body, and several diameters are opened up on upper steel plate less than screw rod sheet
The through-hole of body, micro screw are pierced by and are secured with nuts from through-hole；Or supporter is bolt, the nut on bolt is welded solid
It is scheduled on the inner wall of lower steel plate, the screw end head on bolt is equipped with the micro screw that diameter is less than screw body, opens on upper steel plate
If several diameters are less than the through-hole of screw body, micro screw is pierced by and is secured with nuts from through-hole；Or supporter is screw rod,
The both ends of screw rod are respectively equipped with the micro screw that diameter is less than screw body, and several diameters are symmetrically opened up on upper and lower steel plate less than spiral shell
The micro screw of screw end head is secured with nuts the through-hole of bar body after being pierced by through-hole.
2. it is according to claim 1 it is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house, feature
It is：The floor is precast floor slab, and the side end face of floor is equipped with biserial connection otic placode, and the connection batten on shear wall slab is also
Biserial, the connection otic placode on floor are fixedly connected with the connection batten on shear wall slab by junction steel plate, and floor with cut
The junction casting concrete of power wallboard；Or the floor is precast floor slab, the side end face of floor is equipped with single-row connection otic placode
And reinforcing bar, two blocks of steel plates outside of shear wall slab are equipped with connection batten, shear wall slab is equipped with the logical of two blocks of steel plates of perforation
Hole, the connection otic placode on floor are fixedly connected with batten is connect, pass through between the reinforcing bar on two pieces of floors of shear wall slab two sides
The connection joint bar being pierced by from through-hole is fixedly connected, and in the junction casting concrete of two pieces of floors and shear wall slab；Or
The floor is that Prefabricated stacking floor and local cast-in-place concrete are composed, the company of being equipped on the outside of two blocks of steel plates of shear wall slab
Narrow bars plate, shear wall slab are equipped with the through-hole of two blocks of steel plates of perforation, and one end of Prefabricated stacking floor is placed on connection batten, in advance
The side end face of laminated floor slab processed be equipped with reinforcing bar, Prefabricated stacking floor be equipped with precast reinforced truss, shear wall slab two sides it is prefabricated
It is fixedly connected between reinforcing bar on laminated floor slab by passing through the connection joint bar of through-hole, in addition across the two of the connection joint bar of through-hole
End is inserted respectively into inside the precast reinforced truss of shear wall slab two sides, finally the casting concrete on Prefabricated stacking floor；Or
Floor described in person is cast-in-place concrete floor, is equipped with connection batten on two blocks of steel plates of shear wall slab, shear wall slab is equipped with
The through-hole of two blocks of steel plates is penetrated through, one end of steel floor support plate is placed on connection batten, and steel floor support plate is equipped with precast reinforced truss,
Connection joint bar both ends across through-hole are inserted into respectively inside the precast reinforced truss of shear wall slab two sides, finally on steel floor support plate
Casting concrete.
3. it is according to claim 1 it is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house, feature
It is：Floor at the no wall standard width of a room in an old-style house uses precast floor slab, and the side end face of floor is equipped with biserial connection otic placode, two pieces of floors
One end is placed on jointly at the top of girder steel, and peg is equipped at the top of girder steel, passes through junction steel plate between the connection otic placode on two pieces of floors
It is fixedly connected, and the casting concrete at the enclosing at the top of two pieces of floors and girder steel；Or the floor at the no wall standard width of a room in an old-style house is adopted
With precast floor slab, the side end face of floor is equipped with single-row connection otic placode and reinforcing bar, is welded with several nuts, two pieces of buildings at the top of girder steel
One end of plate is placed on jointly at the top of girder steel, and connection otic placode of the connection otic placode on girder steel, two pieces of floors passes through bolt
It is fixed on the nut at the top of girder steel, ties up or be welded and fixed by connecting joint bar between the reinforcing bar on two pieces of floors, and two
Casting concrete at enclosing at the top of block floor and girder steel；Or the floor at the no wall standard width of a room in an old-style house uses precast floor slab, floor
Side end face be equipped with single-row connection otic placode and reinforcing bar, peg is equipped at the top of girder steel, is led between the connection otic placode on two pieces of floors
It crosses junction steel plate to be fixedly connected, ties up or be welded and fixed by connecting joint bar between the reinforcing bar on two pieces of floors, and in two pieces of buildings
Casting concrete at enclosing at the top of plate and girder steel；Or the floor at the no wall standard width of a room in an old-style house uses Prefabricated stacking floor and part
Cast-in-place concrete is composed, and one end of two pieces of Prefabricated stacking floors is placed on jointly at the top of girder steel, the side of Prefabricated stacking floor
End face is equipped with reinforcing bar, and the top of girder steel is equipped with peg, ties up or be welded and fixed between the reinforcing bar on two pieces of Prefabricated stacking floors, in advance
Laminated floor slab processed is equipped with precast reinforced truss, and the both ends for connecting joint bar are inserted respectively into inside two precast reinforced truss, and
Casting concrete on Prefabricated stacking floor and at the top of girder steel；Or the floor at the no wall standard width of a room in an old-style house uses cast-in-place concrete
One end of steel floor support plate is fixed at the top of girder steel by peg, and precast reinforced truss is arranged on steel floor support plate by floor, is used
Connection joint bar is inserted into inside the precast reinforced truss on two pieces of steel floor support plates at the top of girder steel, and on steel floor support plate and steel
Back portion casting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720862392.1U CN208122030U (en) | 2017-07-17 | 2017-07-17 | It is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720862392.1U CN208122030U (en) | 2017-07-17 | 2017-07-17 | It is a kind of enclosed as steel plate made of shear wall slab assemble shear wall house |
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| CN208122030U true CN208122030U (en) | 2018-11-20 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820984A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Transverse connection method for assembled prefabricated superposed wall boards |
| CN110820983A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
-
2017
- 2017-07-17 CN CN201720862392.1U patent/CN208122030U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110820984A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Transverse connection method for assembled prefabricated superposed wall boards |
| CN110820983A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
| CN110820983B (en) * | 2019-10-25 | 2022-04-15 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
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