CN208122029U - It is a kind of enclosed as steel plate made of shear wall slab assemble house - Google Patents
It is a kind of enclosed as steel plate made of shear wall slab assemble house Download PDFInfo
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- CN208122029U CN208122029U CN201720862391.7U CN201720862391U CN208122029U CN 208122029 U CN208122029 U CN 208122029U CN 201720862391 U CN201720862391 U CN 201720862391U CN 208122029 U CN208122029 U CN 208122029U
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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 house, shear wall structure is embedded including the multilayer shear wall structure being assembled by steel column, floor, roof boarding and shear wall slab, or by the multilayer steel frame that steel column, girder steel, floor, roof boarding and shear wall slab are assembled into；Shear wall slab encloses rectangular cavities structure by steel plate, inside cavity is equipped with several supporters, connection otic placode is respectively equipped on the both ends lateral surface of cavity along its length, perpendicular to being equipped with end steel plate on two side end faces in cavity length direction, several grout holes are opened up on the steel plate of end and are equipped with connection otic placode, steel column and girder steel are equipped with connection otic placode, are fixedly connected with the connection otic placode of the two by junction steel plate between shear wall slab and steel column or girder steel 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 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 into conjunction with concrete made of steel plate encloses has stronger stress
Performance, especially suitable in 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 house, be suitable for it is more
Layer, high-rise or super high-rise building field with short construction period, undertake the advantage that weight bearing power is strong, shearing resistance effect is good.
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 house that assembles of shear wall slab, including steel column, floor, roof boarding and shear wall slab
The ontology of the multilayer shear wall structure being assembled into, the shear wall slab encloses rectangular cavities structure by steel plate, and inside cavity is set
There is the connection of the above and below Interal fixation of several supporters and shear wall slab, distinguishes on the both ends lateral surface of cavity along its length
It is fixed on the steel plate of end equipped with connection otic placode perpendicular to end steel plate is respectively equipped on two side end faces in cavity length direction
There is connection otic placode, several grout holes are opened up on the steel plate of end, inside cavity keeps hollow or inside cavity casting concrete, on
The lateral wall of steel plate and/or lower steel plate is equipped with connection batten；Connection otic placode, shear wall also are provided on the joint face of steel column side
Two sides connection otic placode of the plate along cavity length direction is fixedly connected with the connection otic placode on steel column by junction steel plate respectively, shearing
Wallboard upper and lower end face and the upper and lower end face of other one piece of shear wall slab will be on two blocks of shear wall slab end steel plates by junction steel plate
Connection otic placode be fixedly connected, one end of floor is placed on connection batten, and the joint face between floor and shear wall slab
Locate casting concrete.
It is a kind of enclosed as steel plate made of the house that assembles of shear wall slab, including steel column, girder steel, floor, roof boarding and cut
The multilayer steel frame that power wallboard is assembled into embeds shear wall structure；The ontology of the shear wall slab encloses rectangular cavities by steel plate
Structure, the above and below Interal fixation that inside cavity is equipped with several supporters and shear wall slab connect, cavity along its length two
It is respectively equipped with connection otic placode on the lateral surface of end, perpendicular to being respectively equipped with end steel plate on two side end faces in cavity length direction,
It is fixed with connection otic placode on the steel plate of end, several grout holes are opened up on the steel plate of end, inside cavity is kept in hollow or cavity
The lateral wall of portion's casting concrete, upper steel plate and/or lower steel plate is equipped with connection batten；Steel column and girder steel connect and compose steel frame
Structure is not embedded in shear wall slab in steel-frame structure and is formed without the wall standard width of a room in an old-style house, the steel column side of shear wall slab is embedded in steel-frame structure
Face and girder steel are equipped with connection otic placode, shear wall slab along cavity length direction two sides connection otic placode respectively with the company on steel column
Ear connecting plate is fixedly connected by junction steel plate, and the connection otic placode on its end steel plate of shear wall slab passes through on junction steel plate and girder steel
Connection otic placode be fixedly connected, one end of floor is placed on the top of girder steel, and at the top of girder steel and the joint face of floor
Casting concrete.
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.
For the floor used at the embedded shear wall slab for precast floor slab, the side end face of floor is equipped with biserial connection otic placode,
One end of floor is placed at the top of girder steel, on the biserial connection otic placode on floor, the connection otic placode on shear wall slab and girder steel
Connection otic placode three is fixedly connected by π type or U-shaped steel, and is poured in the region that two pieces of floors, shear wall slab and girder steel enclose
Build concrete；Or the floor used at the embedded shear wall slab is precast floor slab, the side end face of floor is equipped with single-row connection
Otic placode and reinforcing bar, girder steel top are equipped with several nuts, and one end of floor is placed at the top of girder steel, and the connection otic placode on floor is logical
Cross on the nut that bolt is fixed at the top of girder steel, between the reinforcing bar on two at the top of girder steel piece floor by connect joint bar tie up or
It is welded and fixed, and the casting concrete in the region that two pieces of floors, shear wall slab and girder steel enclose；Or the embedded shear wall
For the floor used at plate for precast floor slab, the side end face of floor is equipped with single-row connection otic placode and reinforcing bar, and one end of floor is placed
At the top of girder steel, the connection otic placode in connection otic placode, shear wall slab on floor and the connection otic placode on girder steel pass through T-type fashioned iron
It is fixedly connected, ties up or be welded and fixed by connecting joint bar between the reinforcing bar on two at the top of girder steel piece floor, and in two pieces of buildings
Casting concrete in the region that plate, shear wall slab and girder steel enclose；Or the floor used at the embedded shear wall slab is pre-
Laminated floor slab processed and local cast-in-place concrete are composed, and the side end face of Prefabricated stacking floor is equipped with reinforcing bar, Prefabricated stacking floor
It is equipped with precast reinforced truss, one end of Prefabricated stacking floor is placed at the top of girder steel, two pieces of prefabricated overlapping buildings at the top of girder steel
By tying up or be welded and fixed between reinforcing bar on plate, connect joint bar both ends be inserted into respectively it is pre- on two pieces of Prefabricated stacking floors
Inside steel bar girder processed, and casting concrete on two pieces of Prefabricated stacking floors and between shear wall slab and girder steel；Or institute
The floor used at embedded shear wall slab is stated as cast-in-place concrete floor, one end of steel floor support plate is fixed on girder steel top with peg
Precast reinforced truss is arranged in portion on steel floor support plate, and the both ends for connecting joint bar are inserted respectively into the building Liang Kuaigang at the top of girder steel
Inside precast reinforced truss on board, and casting concrete on two pieces of steel floor support plates and between shear wall slab 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 and steel frame embeds the house partial front elevation view that shear wall structure is fused together；
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 5th kind of embodiment at A-A in Fig. 1；
Fig. 7 is the connecting node figure of the first embodiment at B-B in Fig. 1；
Fig. 8 is the connecting node figure of second of embodiment at B-B in Fig. 1；
Fig. 9 is the connecting node figure of the third embodiment at B-B in Fig. 1；
Figure 10 is the connecting node figure of the 4th kind of embodiment at B-B in Fig. 1；
Figure 11 is the connecting node figure of the 5th kind of embodiment at B-B in Fig. 1；
Figure 12 is the connecting node figure of the first embodiment at C-C in Fig. 1；
Figure 13 is the connecting node figure of second of embodiment at C-C in Fig. 1；
Figure 14 is the connecting node figure of the third embodiment at C-C in Fig. 1；
Figure 15 is the connecting node figure of the 4th kind of embodiment at C-C in Fig. 1；
Figure 16 is the schematic view of the front view of shear wall slab；
Figure 17 is the overlooking structure diagram of Figure 16；
Figure 18 is the structural schematic diagram of supporter employing mode one；
Figure 19 is the structural schematic diagram of supporter employing mode two；
Figure 20 is the structural schematic diagram of supporter employing mode three；
Figure 21 is the structural schematic diagram of supporter employing mode four；
Figure 22 is the structural schematic diagram of supporter employing mode five；
Figure 23 is the structural schematic diagram of supporter employing mode six；
Figure 24 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 as shown in Figure 16 to Figure 24, shear wall slab 3
Ontology encloses rectangular cavities structure by steel plate, and the top and bottom of cavity are divided into upper steel plate 18 and lower steel plate 19, and upper steel plate 18 is under
It is fixedly connected between steel plate 19 by supporter 20.For convenience of the connection of shear wall slab 3, two also in cavity along its length
It is respectively equipped with connection otic placode 13 on lateral surface, is respectively equipped with end steel plate on two side end faces perpendicular to cavity length direction
15, connection otic placode 13 is fixed on end steel plate 15, and several grout holes 17 are opened up on end steel plate 15, are facilitated subsequent from grout hole
17 internally inject concrete.If shear wall slab 3 is in low-rise building, bonding strength to have met design requirement cavity
Inside can keep hollow, if inside cavity answers casting concrete in multilayer, high level or super high-rise building.Above-mentioned knot
If the shear wall slab 3 of structure is used in the house of shear wall structure, it should also be taken into account that the connection of shear wall slab 3 and floor 5, therefore use
In being additionally provided with connection batten 14 on the upper steel plate 18 of shear wall slab 3 and/or the lateral wall of lower steel plate 19 of connection floor 5, if cutting
Power wallboard 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 slab 3
Two sides all connect floor 5, just must two blocks of steel plates lateral wall simultaneously be arranged connection batten 14.
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 18, 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 19, 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 20, 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 21, 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 22, 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 23, 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 24, 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.
Shear wall slab 3 provided by the utility model both can be used in shear wall structure house, can be used for steel framework
Frame embeds in shear wall structure house, and in order to simplify the attached drawing in house, shear wall structure and steel frame are embedded shear wall in Fig. 1
Structure fusion embodies in a building structure.
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.The joint face of steel column side is equipped with connection otic placode 13, shearing
The left and right ends of wallboard 3 are connect with steel column 1, i.e. the engaging lug in the two sides connection otic placode 13 in cavity length direction and steel column 1
Plate 13 is fixedly connected by junction steel plate 6 with bolt.And the upper and lower side of shear wall slab 3 is then indulged with other shear wall slab 3
To connection to increase shear wall height, shear wall slab 3 it is longitudinally connected be also will be interconnected with bolt by junction steel plate 6
What the connection otic placode 13 on 3 end steel plate 15 of shear wall slab was fixed together.It, can be from end steel plate 15 after the completion of connection
On grout hole 17 to inside cavity casting concrete.Floor 5 used in house assembly can use following several structures,
The connecting node of its floor 5 is as shown in figure 1 shown in C-C：
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 using the floor of structure one in multilayer shear wall structure house, as shown in figure 12, the company on shear wall slab 3
Narrow bars plate 14 is also biserial, and the connection batten 14 in connection otic placode 13 and shear wall slab 3 on floor 5 is solid by junction steel plate 6
Fixed connection, and in the junction casting concrete of floor 5 and shear wall slab 3.It is tied when being used in multilayer shear wall structure house
When the floor of structure two, as shown in figure 13, 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
It is fixedly connected with batten 14 is connect with bolt, by being worn from through-hole between the reinforcing bar on two pieces of floors 5 of 3 two sides of shear wall slab
Connection is tied up or be welded and fixed to connection joint bar 8 out, and in the junction casting concrete of two pieces of floors 5 and shear wall slab 3.When
When using the floor of structure three in multilayer shear wall structure house, as shown in figure 14, shear wall slab 3 is equipped with two blocks of steel of perforation
One end of Prefabricated stacking floor 9 is placed on connection batten 14 by the through-hole of plate, and the side end face of Prefabricated stacking floor 9 is equipped with steel
Muscle is tied up or is welded by passing through the connection joint bar 8 of through-hole between the reinforcing bar on the Prefabricated stacking floor 9 of 3 two sides of shear wall slab
It is fixedly connected, passes through through-hole with other connection joint bar 8 and be inserted into inside the precast reinforced truss 10 of 3 two sides of shear wall slab, most
The casting concrete on Prefabricated stacking floor 9 afterwards.When using the floor of structure four in multilayer shear wall structure house, such as scheme
Shown in 15, shear wall slab 3 is equipped with the through-hole of two blocks of steel plates of perforation, and one end of steel floor support plate 11 is placed on connection batten 14
On, through-hole is passed through with connection joint bar 8 and is inserted into inside the precast reinforced truss 10 of 3 two sides of shear wall slab, finally in steel floor support plate 11
Upper casting concrete.
Shear wall structure house is embedded with the steel frame that shear wall slab 3 provided by the utility model is constituted, mainly by steel
The multilayered structure that column 1, girder steel 2, floor 5, roof boarding and shear wall slab 3 are assembled into.It is connected and composed first by steel column 1 and girder steel 2
Steel-frame structure does not need connection shear wall slab 3 in steel-frame structure and just constitutes without the wall standard width of a room in an old-style house 4, needs embedded shear wall slab 3
Setting connection otic placode 13, the left and right ends of shear wall slab 3 and steel are required on 1 side of steel column and girder steel 2 at steel-frame structure
Column 1 connects, i.e., the two sides connection otic placode 13 along cavity length direction is used with the connection otic placode 13 on steel column 1 by junction steel plate 6
Bolt is fixedly connected.And the upper and lower side of shear wall slab 3 be also by junction steel plate 6 by end steel plate 15 connection otic placode 13 with
Connection otic placode 13 on girder steel 2 is fixedly connected.It, can be from the grout hole 17 on end steel plate 15 to shear wall slab after the completion of connection
3 inside casting concretes.Floor 5 used in house assembly can be using four kinds given by above-mentioned shear wall structure house
Structure.
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. 7, 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 figure 8, 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 9, 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 10, 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 11,
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.
For the floor connecting node at steel frame insertion shear wall slab 3（Shown in A-A in Fig. 1）, it is related to shearing
Wallboard 3 and the connection of girder steel 2 and the connection of floor 5 and girder steel 2.When floor 5 herein is using structure a period of time, such as Fig. 2 institute
Show, one end of floor 5 is placed on 2 top of girder steel, the biserial connection otic placode 13 on floor 5, the connection otic placode on shear wall slab 3
13 and girder steel 2 on 13 three of connection otic placode be fixedly connected by π type or fashioned iron with bolt, and two pieces of floors 5, shearing
Casting concrete in the region that wallboard 3 and girder steel 2 enclose.When floor 5 is using structure two, as shown in figure 3, floor 5 and girder steel 2
Connection with described in above-mentioned Fig. 8.It, can be as shown in figure 4, one end of floor 5 be placed on when floor 5 is using structure two
Biserial connection otic placode 13, the connection otic placode 13 on shear wall slab 3 and the connection otic placode on girder steel 2 at the top of girder steel 2, on floor 5
13 threes are fixedly connected by T-type fashioned iron with bolt, and are poured in the region that two pieces of floors 5, shear wall slab 3 and girder steel 2 enclose
Build concrete.When floor 5 is using structure three, as shown in figure 5, the connection of floor 5 and girder steel 2 is the same as described in above-mentioned Figure 10.When
When floor 5 is using structure four, as shown in fig. 6, the connection of floor 5 and girder steel 2 is the same as described in above-mentioned Figure 11.
Claims (5)
1. it is a kind of enclosed as steel plate made of shear wall slab assemble house, it is characterised in that：Including steel column, girder steel, floor, room
The multilayer steel frame that panel and shear wall slab are assembled into embeds shear wall structure；The ontology of the shear wall slab is enclosed by steel plate
Rectangular cavities structure, inside cavity is equipped with several supporters and the above and below Interal fixation of shear wall slab connects, and cavity is along length
It is respectively equipped with connection otic placode on the both ends lateral surface in direction, perpendicular to being respectively equipped with end on two side end faces in cavity length direction
Portion's steel plate is fixed with connection otic placode on the steel plate of end, opens up several grout holes on the steel plate of end, inside cavity keep it is hollow or
The lateral wall of inside cavity casting concrete, upper steel plate and/or lower steel plate is equipped with connection batten；Steel column is connected and composed with girder steel
Steel-frame structure is not embedded in shear wall slab in steel-frame structure and is formed without the wall standard width of a room in an old-style house, is embedded in shear wall slab in steel-frame structure
Steel column side and girder steel are equipped with connection otic placode, shear wall slab along cavity length direction two sides connection otic placode respectively with steel column
On connection otic placode be fixedly connected by junction steel plate, the connection otic placode on its end steel plate of shear wall slab by junction steel plate with
Connection otic placode on girder steel is fixedly connected, and one end of floor is placed on the top of girder steel, and the company at the top of girder steel and floor
Casting concrete at junction.
2. it is according to claim 1 it is a kind of enclosed as steel plate made of shear wall slab assemble house, it is characterised in that：Institute
It states connection otic placode and is all made of single-row setting, or be all made of biserial setting, several bolts hole are opened up in connection otic placode, using biserial
Welded nut at the bolt hole on connection otic placode face relative to each other when setting in biserial；Connection otic placode uses multiple discontinuous cloth
If or continuously being laid using integral type.
3. it is according to claim 1 it is a kind of enclosed as steel plate made of shear wall slab assemble house, it is characterised in that：Institute
Stating supporter is plug welding fashioned iron or plug welding reinforcing bar, symmetrically opens up several through-holes on upper and lower steel plate, and fashioned iron or reinforcing bar are inserted into through-hole
Plug welding is fixed；Or supporter is bolt, symmetrically opens up several through-holes on upper and lower steel plate, by bolt from a wherein side through hole
Outside 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, and the medial and lateral of upper steel plate are equipped with
Screw rod on nut and bolt tightens fixation；Or supporter is screw rod, several through-holes is symmetrically opened up on upper and lower steel plate, by spiral shell
Bar is inserted into from a wherein side through hole 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 twisted
It fastens；Or supporter is bolt, and the nut on bolt is weldingly fixed on the inner wall of lower steel plate, is only opened on upper steel plate
If several through-holes enable the screw rod of bolt be pierced by from through-hole, the screw rod on nut and bolt is equipped in the medial and lateral of upper steel plate
Tighten fixation；Or the supporter is screw rod, one end of screw rod is weldingly fixed on the inner wall of lower steel plate, the other end of screw rod
Be less than the micro screw of screw body equipped with diameter, open up the through-hole that several diameters are less than screw body on upper steel plate, micro screw from
It is pierced by and is secured with nuts in through-hole；Or supporter is bolt, and the nut on bolt is weldingly fixed on to the inner wall of lower steel plate
On, the screw end head on bolt 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 spiral shell
The through-hole of bar body, micro screw are pierced by and are secured with nuts from through-hole；Or supporter is screw rod, the both ends of screw rod are set respectively
There is diameter to be less than the micro screw of screw body, the through-hole that several diameters are less than screw body is symmetrically opened up on upper and lower steel plate, by spiral shell
The micro screw of rod end head is secured with nuts after being pierced by through-hole.
4. it is according to claim 1 it is a kind of enclosed as steel plate made of shear wall slab assemble house, it is characterised in that：Institute
The floor at no wall standard width of a room in an old-style house is stated using precast floor slab, the side end face of floor is equipped with biserial connection otic placode, and one end of two pieces of floors is total
With being placed at the top of girder steel, it is equipped with peg at the top of girder steel, connects between the connection otic placode on two pieces of floors by the way that junction steel plate is fixed
It connects, 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 using prefabricated
Floor, the side end face of floor are equipped with single-row connection otic placode and reinforcing bar, are welded with several nuts at the top of girder steel, and the one of two pieces of floors
End 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 is bolted on
On 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 in two pieces of floors
With casting concrete at the enclosing at the top of 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 of floor
Face is equipped with single-row connection otic placode and reinforcing bar, 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 connects, and ties up or is welded and fixed by connecting joint bar between the reinforcing bar on two pieces of floors, and in two pieces of floors and steel
Casting concrete at the enclosing in back portion；Or the floor at the no wall standard width of a room in an old-style house is cast-in-place mixed using Prefabricated stacking floor and part
Solidifying soil is composed, and one end of two pieces of Prefabricated stacking floors is placed on jointly at the top of girder steel, and the side end face of Prefabricated stacking floor is set
There is reinforcing bar, 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, prefabricated overlapping
Floor is equipped with precast reinforced truss, and the both ends for connecting joint bar are inserted respectively into inside two precast reinforced truss, and prefabricated
On laminated floor slab and girder steel top casting concrete；Or the floor at the no wall standard width of a room in an old-style house uses cast-in-place concrete floor,
One end of steel floor support plate is fixed at the top of girder steel by peg, and precast reinforced truss is set on steel floor support plate, with 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 girder steel top
Portion's casting concrete.
5. it is according to claim 1 it is a kind of enclosed as steel plate made of shear wall slab assemble house, it is characterised in that：Institute
The floor used at embedded shear wall slab is stated as precast floor slab, the side end face of floor is equipped with biserial connection otic placode, one end of floor
It is placed at the top of girder steel, biserial connection otic placode, the connection otic placode on shear wall slab and the connection otic placode on girder steel three on floor
Person is fixedly connected by π type or U-shaped steel, and the casting concrete in the region that two pieces of floors, shear wall slab and girder steel enclose；Or
The floor used at shear wall slab is embedded described in person as precast floor slab, the side end face of floor is equipped with single-row connection otic placode and steel
Muscle, girder steel top are equipped with several nuts, and one end of floor is placed at the top of girder steel, and the connection otic placode on floor is bolted
On the nut at the top of girder steel, ties up or is welded and fixed by connecting joint bar between the reinforcing bar on two pieces of floors at the top of girder steel,
And the casting concrete in the region that two pieces of floors, shear wall slab and girder steel enclose；Or it is used at the embedded shear wall slab
Floor be precast floor slab, the side end face of floor is equipped with single-row connection otic placode and reinforcing bar, and one end of floor is placed on girder steel top
Portion, connection otic placode, the connection otic placode on shear wall slab and the connection otic placode on girder steel on floor connect by the way that T-type fashioned iron is fixed
It connects, ties up or be welded and fixed by connecting joint bar between the reinforcing bar on two at the top of girder steel piece floor, and in two pieces of floors, shearing
Casting concrete in the region that wallboard and girder steel enclose；Or the floor used at the embedded shear wall slab is prefabricated overlapping building
Plate and local cast-in-place concrete are composed, and the side end face of Prefabricated stacking floor is equipped with reinforcing bar, and Prefabricated stacking floor is equipped with pre-
Steel bar girder processed, one end of Prefabricated stacking floor are placed at the top of girder steel, the steel on two pieces of Prefabricated stacking floors at the top of girder steel
By tying up or being welded and fixed between muscle, the precast reinforced purlin on two pieces of Prefabricated stacking floors is inserted at the both ends for connecting joint bar respectively
Inside frame, and casting concrete on two pieces of Prefabricated stacking floors and between shear wall slab and girder steel；Or described embed is cut
The floor used at power wallboard is fixed at the top of girder steel for cast-in-place concrete floor, by one end of steel floor support plate with peg, in steel
Precast reinforced truss is set on floor support plate, on two pieces of steel floor support plates that the both ends for connecting joint bar are inserted respectively at the top of girder steel
Inside precast reinforced truss, and casting concrete on two pieces of steel floor support plates and between shear wall slab and girder steel.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720862391.7U CN208122029U (en) | 2017-07-17 | 2017-07-17 | It is a kind of enclosed as steel plate made of shear wall slab assemble house |
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| CN201720862391.7U CN208122029U (en) | 2017-07-17 | 2017-07-17 | It is a kind of enclosed as steel plate made of shear wall slab assemble house |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962952A (en) * | 2020-08-07 | 2020-11-20 | 北京工业大学 | Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type center pillar bottom node and manufacturing method |
| CN114293678A (en) * | 2021-12-30 | 2022-04-08 | 上海建工四建集团有限公司 | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall |
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2017
- 2017-07-17 CN CN201720862391.7U patent/CN208122029U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962952A (en) * | 2020-08-07 | 2020-11-20 | 北京工业大学 | Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type center pillar bottom node and manufacturing method |
| CN114293678A (en) * | 2021-12-30 | 2022-04-08 | 上海建工四建集团有限公司 | Construction method and structure of fabricated steel structure building earthquake-resistant and bending-resistant corrugated steel plate wall |
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