CN207063140U - A kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate - Google Patents
A kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate Download PDFInfo
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- CN207063140U CN207063140U CN201720862270.2U CN201720862270U CN207063140U CN 207063140 U CN207063140 U CN 207063140U CN 201720862270 U CN201720862270 U CN 201720862270U CN 207063140 U CN207063140 U CN 207063140U
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Abstract
It the utility model is related to a kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate, 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 is made up of two blocks of steel plates between the steel square tube and steel square tube at both ends, two blocks of steel plates are connected by supporter, connection otic placode is equipped with the lateral wall of both ends steel square tube, end steel plate is equipped with one of side end face in steel square tube length direction, some grout holes are opened up on the steel plate of end and are provided with connection otic placode, on steel square tube length direction, some through holes of edge of lower steel plate, on, the inner side through hole welded nut of lower steel plate；It is fixedly connected between shear wall slab and steel column and shear wall slab by junction steel plate.The utility model is applied to multilayer, high level or 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
It the utility model is related to a kind of prefabricated buildings building, specifically a kind of shear wall being made up of steel square tube and steel plate
The shear wall house of plate assembling.
Background technology
Shear wall structure in traditional architecture, instead of the beam column in frame structure, can be undertaken with reinforced concrete wall panel
Internal force caused by all kinds of loads, and can effective control structure horizontal force, it is this born with reinforced concrete wall panel it is vertical and
The structure of horizontal force is referred to as shear wall structure, and this structure is largely used in high-rise or Super High house.Traditional shearing
Wall system house is, it is necessary to which poured in place concrete, long construction period, progress are slow, it is difficult to meets to modernize allegro life
Demand.And fabricated shear wall building can not only be expired by the structure design of prefabricated board, and the design of each connecting node
The load requirement in sufficient house, it can also increase substantially construction speed.
The house that precast shear wall plate made of being connected using steel square tube with steel plate is assembled, has stronger stress
Can, especially suitable in the seismic areas building of highlight lines.
Utility model content
The purpose of this utility model is to provide a kind of shear wall room for the shear wall slab assembling being made up of steel square tube and steel plate
Room, suitable for multilayer, high level or high-rise building field, there is short construction period, undertake that weight bearing power is strong, shearing resistance effect is good
Advantage.
To achieve these goals, technical scheme is used by the utility model：
A kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate, including steel column, floor, roof boarding
The multilayer shear wall structure being assembled into shear wall slab, is not connected to the steel column of shear wall slab and girder steel is connected to form no wall standard width of a room in an old-style house,
The body both ends of the shear wall slab are steel square tube, upper steel plate and lower steel plate are provided between the steel square tube at both ends, upper steel plate is with
It is fixedly connected between steel plate by supporter, the both ends of upper steel plate and lower steel plate are fixedly connected with the steel square tube at both ends respectively, on
Steel plate, lower steel plate and the steel at both ends square tube enclose cavity, are equipped with connection otic placode on the lateral wall of both ends steel square tube, vertically
End steel plate is provided with one of side end face in steel square tube length direction, opens up some grout holes on the steel plate of end, vertically
Some through holes, the inner side through hole welded nut of upper and lower steel plate, steel are opened up in the upper and lower edges of plate in steel square tube length direction
Inside square tube and inside cavity keeps hollow either only inside the steel square tube inside casting concrete or steel square tube and chamber
The internal equal casting concrete in portion, 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, which is provided with, to be connected
Narrow bars plate；Connection otic placode, both sides engaging lug of the shear wall slab along steel square tube length direction also are provided with the joint face of steel column side
Plate is fixedly connected with the connection otic placode on steel column by junction steel plate respectively, shear wall slab upper and lower end face and other one piece of shear wall
The upper and lower end face of plate is fixed by bolts to by junction steel plate on the welded nut at two pieces of shear wall slab edges, and one end of floor is put
Put on connection batten, and casting concrete at the joint face between floor and shear wall slab.
The connection otic placode uses single-row setting, or is set using biserial, if opening up bolt stem in connection otic placode
Hole, welded nut at bolt hole when being set using biserial on the connection otic placode face relative to each other of biserial；Connection otic placode uses
Multiple discontinuous are laid or continuously laid using integral type.
The supporter is plug welding shaped steel or plug welding reinforcing bar, some through holes is symmetrically opened up on upper and lower steel plate, by shaped steel or steel
Muscle insertion through hole plug solid welding is determined；Or supporter is bolt, symmetrically opens up some through holes on upper and lower steel plate, by bolt therefrom
The outside of one side through hole is inserted simultaneously to be passed from another side through hole, and the nut on bolt is fixed with lower steel plate spot welding, upper steel plate it is interior,
Outside is equipped with nut and tightens fixation with the screw rod on bolt；Or supporter is screw rod, is symmetrically opened up on upper and lower steel plate some
Through hole, by screw rod, a side through hole is inserted and passed from another side through hole therefrom, and spiral shell is respectively provided with the medial and lateral of upper and lower steel plate
It is female to tighten fixation with screw rod；Or supporter is bolt, and the nut on bolt is weldingly fixed on the inwall of lower steel plate, only existed
Some through holes are opened up on upper steel plate makes the screw rod of bolt be passed from through hole, and nut and spiral shell are equipped with 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 inwall of lower steel plate, spiral shell
The other end of bar is provided with the micro screw that diameter is less than screw body, and it is logical less than screw body that some diameters are opened up on upper steel plate
Hole, micro screw are passed from through hole and fixed with nut；Or supporter is bolt, and the nut on bolt is weldingly fixed on down
On the inwall of steel plate, the screw end head on bolt is provided with the micro screw that diameter is less than screw body, is opened up on upper steel plate some
Diameter is less than the through hole of screw body, and micro screw is passed from through hole and fixed with nut；Or supporter is screw rod, screw rod
Both ends are respectively equipped with the micro screw that diameter is less than screw body, and symmetrically opening up some diameters on upper and lower steel plate is less than screw body
Through hole, fixed after the micro screw of screw end head is passed from through hole with nut.
The floor is precast floor slab, and the side end face of floor is provided with biserial connection otic placode, the connection batten on shear wall slab
Also it 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 provided 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 provided with two blocks of steel plates of insertion
Through hole, the connection otic placode on floor is fixedly connected with being connected batten, between the reinforcing bar on two pieces of floors of shear wall slab both sides
It is fixedly connected by the connection joint bar passed from through hole, and in two pieces of floors and the junction casting concrete of shear wall slab；
Or the floor is that Prefabricated stacking floor and local cast-in-place concrete combine, and is all provided with the outside of two blocks of steel plates of shear wall slab
There is connection batten, shear wall slab is provided with the through hole of two blocks of steel plates of insertion, and one end of Prefabricated stacking floor is placed on connection batten
On, the side end face of Prefabricated stacking floor is provided with reinforcing bar, and Prefabricated stacking floor is provided with precast reinforced truss, shear wall slab both sides
It is fixedly connected between reinforcing bar on Prefabricated stacking floor by the connection joint bar through through hole, in addition through the connection joint bar of through hole
Both ends be inserted respectively into inside the precast reinforced truss of shear wall slab both sides, coagulation is finally poured on Prefabricated stacking floor
Soil；Or the floor is cast-in-place concrete floor, connection batten is equipped with two blocks of steel plates of shear wall slab, on shear wall slab
Through hole provided with two blocks of steel plates of insertion, one end of steel floor support plate are placed on connection batten, and steel floor support plate is provided with precast reinforced
Truss, inserted respectively inside the precast reinforced truss of shear wall slab both sides through the connection joint bar both ends of through hole, 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 provided with biserial connection otic placode, two pieces of buildings
One end of plate is placed at the top of girder steel jointly, is provided with peg at the top of girder steel, passes through connection between the connection otic placode on two pieces of floors
Interal fixation connects, and encloses place's casting concrete 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 provided with single-row connection otic placode and reinforcing bar, is welded with some nuts at the top of girder steel, and two
One end of block floor is placed at the top of girder steel jointly, and connection otic placode of the connection otic placode on girder steel, two pieces of floors passes through
It is bolted 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
Place's casting concrete is enclosed 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 provided with single-row connection otic placode and reinforcing bar, is provided with peg 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
Block floor at the top of girder steel with enclosing place's casting concrete；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 combined, and one end of two pieces of Prefabricated stacking floors is placed at the top of girder steel jointly, Prefabricated stacking floor
Side end face be provided with reinforcing bar, the top of girder steel is provided with peg, ties up or welds between the reinforcing bar on two pieces of Prefabricated stacking floors and be solid
Fixed, Prefabricated stacking floor is provided 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
Concrete floor, one end of steel floor support plate is fixed at the top of girder steel by peg, and set 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, suitable for multilayer, high level or 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.
Brief description of the drawings：
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 main structure diagram of shear wall slab；
Figure 12 is Figure 11 overlooking the structure diagram；
Figure 13 is the structural representation of supporter employing mode one；
Figure 14 is the structural representation of supporter employing mode two；
Figure 15 is the structural representation of supporter employing mode three；
Figure 16 is the structural representation of supporter employing mode four；
Figure 17 is the structural representation of supporter employing mode five；
Figure 18 is the structural representation of supporter employing mode six；
Figure 19 is the structural representation of supporter employing mode seven.
Embodiment：
Used by house provided by the utility model the structure of shear wall slab 3 as shown in Figure 11 to Figure 19, shear wall slab 3
Body both ends are steel square tube 22, and upper steel plate 18 and lower steel plate 19, upper steel plate 18 and lower steel plate are provided between the steel square tube 22 at both ends
It is fixedly connected between 19 by supporter 20, the both ends of upper steel plate 18 and the both ends of lower steel plate 19 the steel square tube 22 with both ends respectively
It is welded and fixed, steel square tube 22 and the upper and lower steel plate at such both ends just enclose cavity, are easy to subsequently in inside cavity and steel side
The inside casting concrete of pipe 22.For convenience of the connection of shear wall slab 3, also connection is equipped with the lateral wall of both ends steel square tube 22
Otic placode 13, end steel plate 15 is being provided with one of side end face of the length direction of steel square tube 22, on end steel plate 15
Some grout holes 17 are opened up, it is convenient subsequently internally to inject concrete from grout hole 17.Perpendicular to the length direction of steel square tube 22
Upper and lower edges of plate opens up some through holes, the inner side through hole welded nut 23 of upper and lower steel plate.If shear wall slab 3 is used for low
In layer house, the inside that its bonding strength has met design requirement then shear wall slab 3 can keep hollow, can also be only two
The inside casting concrete of steel square tube 22 is held to strengthen the intensity of both sides joint face, if being used in multilayer, high level or high-rise building,
Then the inside of steel square tube 22 and inside cavity all should casting concretes.The shear wall slab 3 of said structure is applied to shear wall structure
House in, for convenience of the assembling of shear wall slab 3 and floor 5, upper steel plate 18 and/or lower steel plate 19 also in shear wall slab 3
Lateral wall is provided with connection batten 14, if the only unilateral connection floor 5 of shear wall slab 3, connection batten 14 can only wherein one
The outside of block steel plate is set, if the both sides of shear wall slab 3 all connect floor 5, must just be set simultaneously in the lateral wall of two blocks of steel plates
Put connection batten 14.
The above-mentioned connection otic placode 13 referred to can use single-row setting, biserial can also be used to set, and in engaging lug
Some bolts hole are opened up on plate 13, for recommending to set using biserial in high-rise or high-rise building, bonding strength is higher, can be with
The assembling construction of superstructure is continued on side, and side carries out pouring for lower-layer concrete, do not influence the progress of construction.Set when using biserial
When putting, need at the bolt hole on 13 face relative to each other of connection otic placode of biserial welded nut 16 because biserial connection otic placode 13
Between spacing it is narrow, be unfavorable for twisting bolt operation, setting after welded nut 16 can be by bolt from the outside of connection otic placode 13
Insert and connected with welded nut 16.Connection otic placode 13 uses steel, in order to save rolled steel dosage, can adopt connection otic placode 13
Laid, can also continuously be laid using integral type, so with more preferable bonding strength with multiple interruptions.The utility model is implemented
All connection otic placodes 13 arrived mentioned in example can use the setting of said structure.
The supporter 20 for being used to connect upper and lower steel plate in above-mentioned shear wall slab 3 can be in the following ways：
Mode one：As shown in figure 13, supporter 20 is plug welding shaped steel or plug welding reinforcing bar, if symmetrically being opened up on upper and lower steel plate
Dry through hole, shaped steel or reinforcing bar insertion through hole plug solid welding are determined.
Mode two：As shown in figure 14, supporter 20 is bolt, and some through holes are symmetrically opened up on upper and lower steel plate, by bolt from
The outside of a wherein side through hole is inserted and passed from another side through hole, and the nut on bolt is fixed with the spot welding of lower steel plate 19, upper steel
The medial and lateral of plate 18 are equipped with nut and tighten fixation with the screw rod on bolt.
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, some through holes are only opened up on upper steel plate 18 and make the screw rod of bolt be passed from through hole, it is equal in the medial and lateral of upper steel plate 18
Fixation is tightened provided with the screw rod on nut and bolt.
Mode four：As shown in figure 16, supporter 20 is screw rod, and some through holes are symmetrically opened up on upper and lower steel plate, by screw rod from
A wherein side through hole is inserted and passed from another side through hole, and nut is respectively provided with the medial and lateral of upper and lower steel plate and is tightened admittedly with screw rod
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 inwall of lower steel plate 19
On, the other end of screw rod is provided with the micro screw 21 that diameter is less than screw body, and opening up some diameters on upper steel plate 18 is less than screw rod
The through hole of body, micro screw 21 are passed from through hole and fixed with nut.
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 provided with the micro screw 21 that diameter is less than screw body, and some diameters are opened up on upper steel plate 18
Less than the through hole of screw body, micro screw 21 is passed from through hole and fixed with nut.
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, the through hole that some diameters are less than screw body is symmetrically opened up on upper and lower steel plate, by the micro screw 21 of screw end head from
Fixed after being passed in through hole with nut.
With shear wall slab 3 provided by the utility model form 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 the design general layout according to house needs some places to be not required to
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 provided with connection otic placode 13, the left and right ends of shear wall slab 3 are connected with steel column 1, i.e., along the length direction of steel square tube 22
Both sides connection otic placode 13 be fixedly connected with the connection otic placode 13 on steel column 1 by junction steel plate 6 with bolt.And shear wall slab 3
Upper and lower side then carried out with other shear wall slab 3 it is longitudinally connected with increase shear wall height, shear wall slab 3 it is longitudinally connected
It is to be fixed by bolts to by junction steel plate 6 on the welded nut 23 at two pieces of edges of shear wall slab 3.After the completion of connection, Ke Yicong
Grout hole 17 on end steel plate 15 is to the inside casting concrete of shear wall slab 3.Floor 5 used in house assembling can be adopted
With following several structures：
Structure one：Floor 5 is precast floor slab, and the side end face of precast floor slab is provided with biserial connection otic placode 13.
Structure two：Floor 5 is precast floor slab, and the side end face of precast floor slab is provided with single-row connection otic placode 13 and reinforcing bar.
Structure three：Floor 5 is combined by Prefabricated stacking floor 9 and local cast-in-place concrete, is set on Prefabricated stacking floor 9
Precast reinforced truss 10 is put, 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 set on steel floor support plate 11, in steel
Casting concrete forms cast-in-situ floor on floor support plate 11.
When shear wall slab 3 is connected with floor 5（Node at A-A in Fig. 1）, using structure one floor when, such as Fig. 2 institutes
Show, the connection batten 14 on shear wall slab 3 is also biserial, the connection otic placode 13 on floor 5 and the connection batten on shear wall slab 3
14 are fixedly connected by junction steel plate 6, and in floor 5 and the junction casting concrete of shear wall slab 3.When using structure two
During floor, as shown in figure 3, shear wall slab 3 is provided with the through hole of two blocks of steel plates of insertion, the connection otic placode 13 on floor 5 is with being connected
Batten 14 is fixedly connected with bolt, the company between the reinforcing bar on two pieces of floors 5 of the both sides of shear wall slab 3 by being passed from through hole
Patch muscle 8 and tie up or be welded and fixed connection, and in two pieces of floors 5 and the junction casting concrete of shear wall slab 3.When using knot
During the floor of structure three, as shown in figure 4, shear wall slab 3 is provided with the through hole of two blocks of steel plates of insertion, 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 provided with reinforcing bar, the prefabricated overlapping building of the both sides of shear wall slab 3
Connection is tied up or be welded and fixed by the connection joint bar 8 through through hole between reinforcing bar on plate 9, is worn with other connection joint bar 8
Cross through hole to be inserted into inside the precast reinforced truss 10 of the both sides of shear wall slab 3, finally pour coagulation on Prefabricated stacking floor 9
Soil.When using the floor of structure four, as shown in figure 5, shear wall slab 3 is provided with the through hole of two blocks of steel plates of insertion, steel building is held
One end of plate 11 is placed on connection batten 14, the precast reinforced purlin with connection joint bar 8 through through hole insertion shear wall slab 3 both sides
Inside frame 10, the last casting concrete on steel floor support plate 11.
For without shear wall slab 3 need not be connected at the wall standard width of a room in an old-style house 4, then the connecting node of floor 5（In Fig. 1 shown in B-B）
Relate only to the connection with girder steel 2.When the use structure a period of time of floor 5, as shown in fig. 6, one end of two pieces of floors 5 is placed jointly
At the top of girder steel 2, the top of girder steel 2 is provided with peg 12, and peg 12 contributes to the connection of girder steel 2 and concrete more firm, two pieces
It is fixedly connected between connection otic placode 13 on floor 5 by junction steel plate 6 with bolt, and at the top of two pieces of floors 5 and girder steel 2
Enclose place's casting concrete.When floor 5 is using structure two, as shown in fig. 7, the top of girder steel 2 is welded with some nuts 7, by two
One end of block floor 5 is placed on the top of girder steel 2, 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 place's casting concrete is enclosed at the top of two pieces of floors 5 and girder steel 2.When floor 5 is using structure two, may be used also
As shown in figure 8, the top of girder steel 2 is provided with peg 12, to be fixed between the connection otic placode 13 on two pieces of floors 5 by junction steel plate 6
Connect, tie 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 with girder steel 2
Portion encloses place's casting concrete.When floor 5 is using structure three, as shown in figure 9, one end by 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 provided with reinforcing bar, and the top of girder steel 2 is provided with peg 12, two pieces
Tie up or be welded and fixed between reinforcing bar on Prefabricated stacking floor 9, be inserted into connection joint bar 8 in two precast reinforced truss 10
Portion, and on Prefabricated stacking floor 9 and the top casting concrete of girder steel 2.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 the top of girder steel 2 by peg 12, the top of girder steel 2 is inserted into 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 the top casting concrete of girder steel 2.
Above example only to illustrate the technical solution of the utility model and unrestricted, those of ordinary skill in the art couple
Other modifications or equivalent substitution that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, it all should cover in right of the present utility model.
Claims (5)
- A kind of 1. shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate, it is characterised in that：Including steel column, building The multilayer shear wall structure that plate, roof boarding and shear wall slab are assembled into, the steel column for being not connected to shear wall slab are connected to be formed with girder steel Without the wall standard width of a room in an old-style house, the body both ends of the shear wall slab are steel square tube, and upper steel plate and lower steel plate are provided between the steel square tube at both ends, on It is fixedly connected between steel plate and lower steel plate by supporter, the steel square tube of the both ends of upper steel plate and lower steel plate respectively with both ends is fixed Connection, upper steel plate, lower steel plate and the steel at both ends square tube enclose cavity, engaging lug are equipped with the lateral wall of both ends steel square tube Plate, end steel plate is provided with perpendicular to one of side end face in steel square tube length direction, some grouting are opened up on the steel plate of end Hole, some through holes, the inner side through hole welding of upper and lower steel plate are opened up perpendicular to the upper and lower edges of plate in steel square tube length direction Nut, inside steel square tube and inside cavity keeps hollow either only inside the steel square tube inside casting concrete or steel square tube And the equal casting concrete of inside cavity, connection otic placode is fixed with the steel plate of end, on the lateral wall of upper steel plate and/or lower steel plate Provided with connection batten；Connection otic placode, both sides of the shear wall slab along steel square tube length direction also are provided with the joint face of steel column side Connection otic placode is fixedly connected with the connection otic placode on steel column by junction steel plate respectively, shear wall slab upper and lower end face with other one piece The upper and lower end face of shear wall slab is fixed by bolts to by junction steel plate on the welded nut at two pieces of shear wall slab edges, floor One end is placed on connection batten, and casting concrete at the joint face between floor and shear wall slab.
- 2. a kind of shear wall house of shear wall slab assembling being made up of steel square tube and steel plate according to claim 1, its It is characterised by：The connection otic placode uses single-row setting, or is set using biserial, if opening up bolt stem in connection otic placode Hole, welded nut at bolt hole when being set using biserial on the connection otic placode face relative to each other of biserial；Connection otic placode uses Multiple discontinuous are laid or continuously laid using integral type.
- 3. a kind of shear wall house of shear wall slab assembling being made up of steel square tube and steel plate according to claim 1, its It is characterised by：The supporter is plug welding shaped steel or plug welding reinforcing bar, and some through holes are symmetrically opened up on upper and lower steel plate, by shaped steel or Reinforcing bar insertion through hole plug solid welding is determined；Or supporter is bolt, and some through holes are symmetrically opened up on upper and lower steel plate, by bolt from its In a side through hole outside insert and passed from another side through hole, the nut on bolt is fixed with lower steel plate spot welding, upper steel plate Medial and lateral are equipped with nut and tighten fixation with the screw rod on bolt；Or supporter is screw rod, is symmetrically opened up on upper and lower steel plate Some through holes, by screw rod, a side through hole is inserted and passed from another side through hole therefrom, is all provided with the medial and lateral of upper and lower steel plate Put nut and tighten fixation with screw rod；Or supporter is bolt, and the nut on bolt is weldingly fixed on the inwall of lower steel plate, Some through holes are only opened up on upper steel plate makes the screw rod of bolt be passed from through hole, and nut is equipped with the medial and lateral of upper steel plate Fixation is tightened with the screw rod on bolt；Or the supporter is screw rod, one end of screw rod is weldingly fixed on the inwall of lower steel plate On, the other end of screw rod is provided with the micro screw that diameter is less than screw body, and opening up some diameters on upper steel plate is less than screw body Through hole, micro screw passes from through hole and fixed with nut；Or supporter is bolt, and the nut on bolt is welded and fixed On the inwall of lower steel plate, the screw end head on bolt is provided with the micro screw that diameter is less than screw body, is opened up on upper steel plate Some diameters are less than the through hole of screw body, and micro screw is passed from through hole and fixed with nut；Or supporter is screw rod, spiral shell The both ends of bar are respectively equipped with the micro screw that diameter is less than screw body, and symmetrically opening up some diameters on upper and lower steel plate is less than screw rod The through hole of body, fixed after the micro screw of screw end head is passed from through hole with nut.
- A kind of 4. shear wall of shear wall slab assembling being made up of steel square tube and steel plate according to any one of claims 1 to 3 House, it is characterised in that：The floor is precast floor slab, and the side end face of floor is provided with biserial connection otic placode, on shear wall slab Connection batten is also biserial, and the connection otic placode on floor is fixedly connected with the connection batten on shear wall slab by junction steel plate, And in floor and the junction casting concrete of shear wall slab；Or the floor is precast floor slab, the side end face of floor is provided 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 provided with insertion The through hole of two blocks of steel plates, the connection otic placode on floor is fixedly connected with being connected batten, on two pieces of floors of shear wall slab both sides It is fixedly connected by the connection joint bar passed from through hole between reinforcing bar, and is poured in the junction of two pieces of floors and shear wall slab Concrete；Or the floor is that Prefabricated stacking floor and local cast-in-place concrete combine, two blocks of steel plates of shear wall slab Outside is equipped with connection batten, and shear wall slab is provided with the through hole of two blocks of steel plates of insertion, and one end of Prefabricated stacking floor is placed on Connect on batten, the side end face of Prefabricated stacking floor is provided with reinforcing bar, and Prefabricated stacking floor is provided with precast reinforced truss, shear wall It is fixedly connected between reinforcing bar on the Prefabricated stacking floor of plate both sides by the connection joint bar through through hole, in addition through through hole The both ends of connection joint bar are inserted respectively into inside the precast reinforced truss of shear wall slab both sides, are finally poured on Prefabricated stacking floor Build concrete；Or the floor is cast-in-place concrete floor, and connection batten is equipped with two blocks of steel plates of shear wall slab, shearing Wallboard is provided with the through hole of two blocks of steel plates of insertion, and one end of steel floor support plate is placed on connection batten, and steel floor support plate is provided with pre- Steel bar girder processed, inserted respectively inside the precast reinforced truss of shear wall slab both sides through the connection joint bar both ends of through hole, finally The casting concrete on steel floor support plate.
- A kind of 5. shear wall of shear wall slab assembling being made up of steel square tube and steel plate according to any one of claims 1 to 3 House, it is characterised in that：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 provided with biserial engaging lug Plate, one end of two pieces of floors are placed at the top of girder steel jointly, are provided with peg at the top of girder steel, between the connection otic placode on two pieces of floors It is fixedly connected by junction steel plate, and place's casting concrete is enclosed at the top of two pieces of floors and girder steel；Or the no wall is opened Between the floor located use precast floor slab, the side end face of floor is provided with single-row connection otic placode and reinforcing bar, if being welded with the top of girder steel Dry nut, one end of two pieces of floors is placed at the top of girder steel jointly, and connection of the connection otic placode on girder steel, two pieces of floors Otic placode is bolted on the nut at the top of girder steel, is tied up or is welded by connecting joint bar between the reinforcing bar on two pieces of floors It is fixed, and enclose place's casting concrete 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 pre- Floor processed, the side end face of floor are provided with single-row connection otic placode and reinforcing bar, are provided with peg at the top of girder steel, the connection on two pieces of floors It is fixedly connected between otic placode by junction steel plate, ties up or be welded and fixed by connecting joint bar between the reinforcing bar on two pieces of floors, And enclose place's casting concrete 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 prefabricated overlapping Floor and local cast-in-place concrete are combined, and one end of two pieces of Prefabricated stacking floors is placed at the top of girder steel jointly, prefabricated folded The side end face for closing floor is provided with reinforcing bar, and the top of girder steel is provided with peg, tied up between the reinforcing bar on two pieces of Prefabricated stacking floors or Be welded and fixed, Prefabricated stacking floor is provided with precast reinforced truss, connect joint bar both ends be inserted respectively into two it is precast reinforced Inside 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 is adopted With cast-in-place concrete floor, one end of steel floor support plate is fixed at the top of girder steel by peg, and is set in advance on steel floor support plate Steel bar girder processed, 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 On floor support plate and girder steel top casting concrete.
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| CN201720862270.2U CN207063140U (en) | 2017-07-17 | 2017-07-17 | A kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate |
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| CN201720862270.2U CN207063140U (en) | 2017-07-17 | 2017-07-17 | A kind of shear wall house for the shear wall slab assembling being made up of steel square tube and steel plate |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412091A (en) * | 2018-04-11 | 2018-08-17 | 中国华西企业股份有限公司 | A kind of lightweight wall plate for being suitble to install in window hole and connection structure |
| CN110344373A (en) * | 2019-07-29 | 2019-10-18 | 中水淮河规划设计研究有限公司 | A kind of installation method of plug type rubber dam stainless steel antiwear lining plate |
| CN112302209A (en) * | 2020-10-21 | 2021-02-02 | 日照大象房屋建设有限公司 | Steel and concrete shear wall mixed structure and manufacturing method thereof |
-
2017
- 2017-07-17 CN CN201720862270.2U patent/CN207063140U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412091A (en) * | 2018-04-11 | 2018-08-17 | 中国华西企业股份有限公司 | A kind of lightweight wall plate for being suitble to install in window hole and connection structure |
| CN110344373A (en) * | 2019-07-29 | 2019-10-18 | 中水淮河规划设计研究有限公司 | A kind of installation method of plug type rubber dam stainless steel antiwear lining plate |
| CN110344373B (en) * | 2019-07-29 | 2024-02-20 | 中水淮河规划设计研究有限公司 | Installation method of stainless steel abrasion-resistant lining plate of plug type rubber dam |
| CN112302209A (en) * | 2020-10-21 | 2021-02-02 | 日照大象房屋建设有限公司 | Steel and concrete shear wall mixed structure and manufacturing method thereof |
| CN112302209B (en) * | 2020-10-21 | 2021-12-24 | 日照大象房屋建设有限公司 | Steel and concrete shear wall mixed structure and manufacturing method thereof |
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