CN207063170U - The house that a kind of shear wall slab by steel square tube and steel plate splicing is assembled - Google Patents
The house that a kind of shear wall slab by steel square tube and steel plate splicing is assembled Download PDFInfo
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- CN207063170U CN207063170U CN201720792108.8U CN201720792108U CN207063170U CN 207063170 U CN207063170 U CN 207063170U CN 201720792108 U CN201720792108 U CN 201720792108U CN 207063170 U CN207063170 U CN 207063170U
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Abstract
It the utility model is related to the house that a kind of shear wall slab by steel square tube and steel plate splicing is assembled, the body both ends of shear wall slab are steel square tube, upper steel plate and lower steel plate are provided between the steel square tube at both ends, spacing is left between upper steel plate and lower steel plate and is fixedly connected 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, the side end face of shear wall slab is provided with connection otic placode, casting concrete between the inside of steel square tube and upper and lower steel plate；The steel column side being connected with shear wall slab is provided with connection otic placode, the connection of shear wall slab and steel column is that the connection otic placode on both is fixed together by junction steel plate, longitudinally connected between polylith shear wall slab and joint face is fixed together by junction steel plate, connection batten is additionally provided with the positive and negative of shear wall slab.The utility model is applied to multilayer, high level or high-rise building field, has short construction period, undertakes the advantage that weight bearing power is strong, shearing resistance effect is good.
Description
Technical field
It the utility model is related to the shear wall slab of a kind of prefabricated buildings building, specifically a kind of steel square tube and steel plate splicing
The house being assembled.
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 the house that a kind of shear wall slab by steel square tube and steel plate splicing is assembled,
Suitable for multilayer, high level or high-rise building field, there is short construction period, to undertake that weight bearing power is strong, shearing resistance effect is good excellent
Gesture.
To achieve these goals, technical scheme is used by the utility model：
The house that a kind of shear wall slab by steel square tube and steel plate splicing is assembled, including steel column, floor, roof boarding and
The multilayer shear wall structure that shear wall slab is assembled into, the body both ends of the shear wall slab are steel square tube, the steel square tube at both ends it
Between be provided with upper steel plate and lower steel plate, spacing is left between upper steel plate and lower steel plate and is fixedly connected by supporter, upper steel plate and
The both ends of lower steel plate are fixedly connected with the steel square tube at both ends respectively, and shear wall slab is along two side end faces in steel square tube length direction
Provided with connection otic placode, the positive and negative of shear wall slab is provided with connection batten, and connection otic placode also is provided with the joint face of steel column side；
Connection otic placode at left and right sides of shear wall slab 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 the upper and lower end face of other one piece of shear wall slab are attached, and one end of floor is placed on connection batten, and
Casting concrete at joint face between floor and shear wall slab.
Positive and negative edge where the end face of connection otic placode is not provided with the shear wall slab is provided with some embedded nuts, cuts
Power wallboard and the longitudinally connected of other one piece of shear wall slab are that junction steel plate is fixed by bolts into joint face edge, shear wall slab
Body interior keeps hollow, or in both ends casting concrete, or whole casting concretes.
The shear wall slab being connected up and down is in two pieces of shear wall slabs being connected with each other by using connection joint bar insertion
Portion, and both ends internally or by internal whole casting concretes.
The house that a kind of shear wall slab by steel square tube and steel plate splicing is assembled, 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 body both ends of the shear wall slab are steel side
Manage, be provided with upper steel plate and lower steel plate between the steel square tube at both ends, spacing is left between upper steel plate and lower steel plate and passes through supporter
It is fixedly connected, the both ends of upper steel plate and lower steel plate are fixedly connected with the steel square tube at both ends respectively, the surrounding side end face of shear wall slab
It is provided with connection otic placode, casting concrete between the inside of steel square tube and upper and lower steel plate；Steel column connects and composes steel framework with girder steel
Frame structure, not embedded shear wall slab is formed without the wall standard width of a room in an old-style house in steel-frame structure, and embedded shear wall slab forms steel in steel-frame structure
Framework embeds shear wall structure, and the top and bottom of girder steel connection shear wall slab and the side joint face of steel column are equipped with engaging lug
Both connection otic placodes are fixed together by plate, shear wall slab with steel column and shear wall slab with girder steel by junction steel plate；
One end of floor is placed on the top of girder steel, and the casting concrete at the joint face of the top of girder steel and floor.
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；The connection otic placode
Laid using multiple discontinuous or continuously laid using integral type.
Upper steel plate and lower steel plate in the shear wall slab are corrugated sheet steel, and upper and lower steel plate uses supporter at trough
It is fixedly connected；Or upper and lower steel plate uses plain plate.
The floor is precast floor slab, and the side end face of precast floor slab is provided with reinforcing bar and single-row connection otic placode, and two pieces mutually interconnect
It is fixedly connected between the connection otic placode on floor connect with junction steel plate, with company between the reinforcing bar on the floor of two pieces of interconnections
Muscle is patched to tie up or be welded and fixed.
The floor is precast floor slab, and the side end face of precast floor slab is provided with biserial connection otic placode, the building of two pieces of interconnections
It is fixedly connected between connection otic placode on plate with junction steel plate.
The floor is combined by Prefabricated stacking floor and local cast-in-place concrete, the side of Prefabricated stacking floor
Face is provided with reinforcing bar, and Prefabricated stacking floor is provided with precast reinforced truss, the reinforcing bar on the Prefabricated stacking floors of two pieces of interconnections
Between tied up or be welded and fixed, casting concrete on Prefabricated stacking floor.
The floor is the cast-in-situ floor for having steel floor support plate, and precast reinforced truss is provided with steel floor support plate, is held in steel building
Casting concrete on plate.
The house that shear wall slab provided by the utility model by steel square tube and steel plate splicing is assembled, suitable for more
Layer, high-rise or high-rise building field, there is short construction period, undertake that weight bearing power is strong, anti-flexing effect is good, shearing resistance effect is good
Advantage.
The utility model is further elaborated below by way of the drawings and specific embodiments.
Brief description of the drawings：
Fig. 1 is the partial front elevation view in the utility model house；
Fig. 2 is the close-up schematic view of circled in Fig. 1；
Fig. 3 is that connection otic placode is set along surrounding side end face and illustrated using the external structure of the shear wall slab of corrugated sheet steel
Figure；
Fig. 4 is Fig. 3 horizontal cross section structure diagram；
Fig. 5 is that connection otic placode is only set and using the shear wall slab external structure schematic diagram of corrugated sheet steel in the left and right sides；
Fig. 6 is the internal structure schematic diagram using embedded nut during Fig. 5 schemes；
Fig. 7 is that connection otic placode sets along surrounding side end face and uses the external structure schematic diagram of the shear wall slab of plain plate；
Fig. 8 is Fig. 7 horizontal cross section structure diagram；
Fig. 9 is the connecting node figure of the first embodiment at A-A in Fig. 1；
Figure 10 is the connecting node figure of second of embodiment at A-A in Fig. 1；
Figure 11 is the connecting node figure of the third embodiment at A-A in Fig. 1；
Figure 12 is the connecting node figure of the 4th kind of embodiment at A-A in Fig. 1；
Figure 13 is the connecting node figure of the first embodiment at B-B in Fig. 1；
Figure 14 is the connecting node figure of the first embodiment at C-C in Fig. 1；
Figure 15 is the connecting node figure of second of embodiment at C-C in Fig. 1；
Figure 16 is the connecting node figure of the third embodiment at C-C in Fig. 1；
Figure 17 is the connecting node figure of the 4th kind of embodiment at C-C in Fig. 1.
Embodiment：
Multilayer prefabricated buildings provided by the utility model are in addition to necessary floor, roof boarding, used wall
Panel is a kind of precast shear wall plate being formed by connecting by steel square tube and steel plate, and the body of the shear wall slab is by being arranged on both ends
Steel square tube 15 and two blocks of steel plates being clamped between steel square tube 15 are formed, and two blocks of steel plates are divided into upper steel plate and lower steel plate, upper and lower
Certain spacing is left between steel plate, and the both ends of upper and lower steel plate are weldingly fixed in steel square tube 15, upper and lower steel plate it
Between be fixedly connected by supporter, supporter can use connecting bolt to connect, and can also use the connection of the welding manner such as reinforcing bar,
The present embodiment is preferably threadedly coupled scheme.Upper and lower steel plate in the utility model can use two kinds of structure settings：It is a kind of such as to scheme
Corrugated sheet steel 16 is used shown in 3 and Fig. 4, and the crest of upper steel plate is alignd with the crest of lower steel plate, the trough of upper steel plate is with
The trough alignment of steel plate, upper and lower Interal fixation can so be connected, be stubborn at the trough of upper and lower steel plate with connecting bolt
Bolt provides the operating space of abundance.Corrugated sheet steel 16 has good elasticity, and shear wall slab can be made to have preferably anti-bend
Qu Xingneng.As shown in Figure 7 and Figure 8, upper and lower steel plate uses plain plate 17 to another kind, can reduce the difficult processing of shear wall slab
Degree.The shear wall slab of two kinds of structures can unrestricted choice, can also be used simultaneously in same building construction.
Above-mentioned shear wall slab can shift to an earlier date completed in factory it is prefabricated, you can with the inside of steel square tube 15 and upper and lower
Pre-cast concrete between steel plate, job site are directly assembled.Can also be inside prefabricated seasonal steel square tube 15 and upper and lower
Keep hollow between steel plate, such convenience in transport and carrying, the cost of prefabricated board can also be reduced, after the completion of assembling to be onstructed again
By cast-in-place concrete between the inside of steel square tube 15 and upper and lower steel plate.According to the mode of pre-cast concrete, on shear wall slab 3
Connection otic placode 6 for connection needs the surrounding side end face laying along shear wall slab 3（As shown in Figure 3 and Figure 7）, constantly add up and down
The connection otic placode 6 on adjacent shear wall slab is fixedly connected by junction steel plate 5 between high shear wall slab 3, in Fig. 1 at A-A
Used shear wall slab 3 is exactly this structure.And if shear wall slab 3 by the way of cast-in-place concrete, then connection otic placode 6
It need to only set, now need pre-buried in the setting of the edge of positive and negative up and down of shear wall slab 3 on the left and right side end face of shear wall slab 3
Nut 7（As shown in Figure 5 and Figure 6, only by taking corrugated sheet steel as an example, the plain plate accompanying drawing of the program is omitted）, using this structure
Shear wall slab 3 is used by junction steel plate 5 and is bolted directly on the embedded nut 7 at edge when being vertically connected with, to be connected complete
Into the casting concrete between the inside of steel square tube 15 and upper and lower steel plate again, what is used in Fig. 1 at B-B is exactly cutting for this structure
Power wallboard 3.Above-mentioned each tool advantage of setting, can unrestricted choice, can also arrange in pairs or groups use.When connection otic placode 6 is only in shear wall slab 3
When left and right side end face is set, positive and negative edge that can also be where the end face of connection otic placode 6 is not provided with is not provided with embedded nut
7, it is necessary to be inserted inside the shear wall slab being connected with each other up and down when the shear wall slab of this structure increases connection for shear wall
Joint bar is connected, then the cavity poured in place concrete inside upper and lower shear wall slab is established a connection.
Above-mentioned connection otic placode 6 uses steel plate, and some bolts hole are opened up in connection otic placode 6.Connection otic placode 6 can use multiple
Interruption is laid（Omit accompanying drawing）, be advantageous to save rolled steel dosage, can also continuously be laid using integral type（Such as Fig. 3, Fig. 5, Fig. 7
It is shown）, there is more preferably bonding strength.The necessary structure such as door, window can be also arranged as required on shear wall slab 3, is not opened up herein
Open explanation.The setting quantity of connection otic placode 6 also divides two ways：One kind uses single-row setting（Omit accompanying drawing）, another kind use
Biserial is set, as shown in Figure 4 and Figure 8.Biserial sets the bonding strength that can strengthen shear wall slab, recommends in high-rise, Super High
Field selection biserial is set.When being set using biserial, need to be welded at the bolt hole on 6 face relative to each other of each column connection otic placode
Nut 14, because the spacing of biserial connection otic placode 6 is narrow, bolt operation can not be twisted in inner side, therefore can be by bolt from connection otic placode 6
Outside insertion, be directly fixedly connected with welded nut 14.The single, double row of the connection otic placode 6 appeared below are set and interruption
Or integral type is laid and can refer to the above-mentioned structure provided, is no longer described in detail.
The above-mentioned surrounding side end face provided sets the shear wall slab 3 of connection otic placode 6, both can be used for shear wall structure house
In, it can also be used to steel frame is embedded in shear wall structure house.And both sides set the shear wall slab 3 of connection otic placode 6, then it is applied to
In shear wall structure house.When shear wall slab 3 is used for shear wall structure house, it is also necessary to set in the positive and negative of shear wall slab
For placing the connection batten 8 of floor.Steel frame is embedded in shear wall structure house, is connected and composed first by steel column 1 and girder steel 2
Steel-frame structure, and the embedded above-mentioned shear wall slab 3 in steel-frame structure, the connection of shear wall slab 3 and steel column 1 and girder steel 2 are equal
It is fixedly connected by junction steel plate 5, therefore setting connection otic placode 6 is needed on steel column 1 and girder steel 2.The building of this building structure
Plate is located on girder steel 2, and its floor connecting node is referred to the scheme in shear wall structure house given below, this
Omit at place.
, it is necessary to coordinate the connection of steel column 1 and floor 4 in being assembled for shear wall slab 3 for the house of shear wall system, cut
Power wallboard 3 sets same connection otic placode 6, the left and right two of shear wall slab 3 in the side of steel column first when being connected with steel column 1
Side is connected with steel column 1, is bolted on both connection otic placodes 6 together with junction steel plate 5.In the shear wall of formation
It is in house, some steel-frame structures being made up of steel column 1 and girder steel 2 need not connect shear wall slab 3, be formed no wall and open
Between, the connecting node of floor and girder steel 2 is related merely to herein（In Fig. 1 at C-C）.
In order to absolutely prove the specific connected mode in house being assembled into by above-mentioned shear wall slab 3, Fig. 1（Fig. 2 is partial structurtes
Enlarged drawing）In employ the shear wall slab 3 of two kinds of different structures of the set-up mode of connection otic placode 6 simultaneously, and give different knots
The connecting node of structure, it is illustrated below by way of several specific embodiments.
Embodiment one：Floor in the present embodiment uses precast floor slab, and the side end face of precast floor slab is provided with single-row engaging lug
Plate 6 and reinforcing bar.The floor of the structure with shear wall slab 3 when being connected（Fig. 9 and Figure 13）, need to be set in the positive and negative of shear wall slab 3
Insertion through hole is put, the connection otic placode 6 on floor 4 is fixedly connected with the connection batten 8 on shear wall slab 3 with bolt, by floor 4
On reinforcing bar with through insertion through hole connection joint bar 9 tie up or be welded and fixed, finally in joint face casting concrete.In Fig. 9
Shear wall slab 3 scheme of connection otic placode 6 is laid using surrounding, the shear wall slab 3 in Figure 13 uses the left and right sides to lay connection
The scheme of otic placode 6, for both schemes in addition to shear wall slab 3 is vertically connected with the structure difference at place, other structures are identical, therefore this
Utility model accompanying drawing eliminates other three kinds of node accompanying drawings in Fig. 1 at B-B, can refer to node embodiment at A-A.The present embodiment
In floor 4 be used in without at the wall standard width of a room in an old-style house and when being connected with girder steel 2（Figure 14）, floor 4 is placed on the top of girder steel 2, and in girder steel 2
Top sets peg 13, so ensures that after concrete is poured into a mould more firm connection can be formed.By the connection on two pieces of floors 4
Otic placode 6 is fixed with junction steel plate 5, and the reinforcing bar connection joint bar 9 on two pieces of floors 4 is tied up or is welded and fixed, finally in girder steel 2
Top and two pieces of floors 4 joint face between casting concrete.
Embodiment two：Floor in the present embodiment uses precast floor slab, and the side end face of precast floor slab is provided with biserial engaging lug
Plate 6, now the connection batten 8 on shear wall slab be also configured to biserial, connect the floor 4 of shear wall slab 3 by junction steel plate 5 with
Connection batten 8 on shear wall slab 3 is fixedly connected, and in floor 4 and the joint face casting concrete of shear wall slab 3（Such as figure
10）.When the floor 4 of the structure is connected with girder steel 2（Such as Figure 15）, floor 4 is placed on the top of girder steel 2, and set at the top of girder steel 2
Peg 13 is put, the connection otic placode 6 between two pieces of floors 4 at the top of girder steel 2 is fixedly connected with junction steel plate 5, finally in girder steel 2
Top and two pieces of floors 4 between casting concrete.
Embodiment three：Floor in the present embodiment is combined using Prefabricated stacking floor 11 and cast-in-place concrete, prefabricated
The side end face of laminated floor slab 11 is provided with reinforcing bar, and Prefabricated stacking floor 11 is provided with precast reinforced truss 10.The floor 4 of the structure
When being connected with shear wall slab 3, Prefabricated stacking floor 11 is placed on the connection batten 8 of shear wall slab 3, in shear wall slab 3
Positive and negative sets some insertion through holes, and connection joint bar 9 is passed through from through hole and fixed with the reinforcing bar on Prefabricated stacking floor 11, will
Connection joint bar 9 is passed through from through hole and is inserted into inside precast reinforced truss 10, finally on Prefabricated stacking floor 11 and building
The junction casting concrete of plate 4 and shear wall slab 3（Such as Figure 11）., will be prefabricated folded when the floor 4 of the structure is connected with girder steel 2
Close floor 11 and be placed on the top of girder steel 2, the top of girder steel 2 is provided with peg 13, by the Prefabricated stacking floor 11 at the top both ends of girder steel 2
Binding reinforcing bars or be welded and fixed, inserted with connection joint bar 9 inside the precast reinforced truss 10 of both sides, finally at the top of girder steel 2
And casting concrete on Prefabricated stacking floor 11（Figure 16）.
Example IV：Floor 4 in the present embodiment uses cast-in-place concrete floor, including steel floor support plate 12 and is arranged on steel
Precast reinforced truss 10 on floor support plate 12.When the floor 4 of the structure connects shear wall slab 3, steel floor support plate 12 is placed on and cut
On the connection batten 8 of the positive and negative of power wallboard 3, and some insertion through holes are set in the positive and negative of shear wall slab 3, joint bar 9 will be connected
Pass through and inserted inside precast reinforced truss 10 from through hole, finally on steel floor support plate 12 and floor 4 and shear wall slab 3
Joint face casting concrete（Such as Figure 12）.When the floor 4 of the structure is connected with girder steel 2, steel floor support plate 12 is placed on girder steel 2 and pushed up
Portion, and peg 13 is set at the top both ends of girder steel 2, steel floor support plate 12 is fixed on girder steel 2 by peg 13, is divided with connection joint bar 9
It is not inserted into the precast reinforced truss 10 of both sides, finally the casting concrete on the top of girder steel 2 and steel floor support plate 12（Figure
17）.
The junction steel plate 5 of above-mentioned junction is connected by screw bolts with connection otic placode 6, is advantageous to the installation of assembled architecture
And dismounting, naturally it is also possible to connected by the way of welding.The connection of wallboard and wallboard, and the connection of roof boarding and wallboard,
All it is to be fixed together the connection otic placode 6 on two pieces of panels of interconnection by junction steel plate 5, is not developed in details
It is bright.
Shear wall slab of the above-mentioned connection otic placode 6 that the utility model provides only when the left and right sides is set, cuts when being assembled into
, can be by whole casting concretes between the inside of steel square tube 15 and upper lower steel plate during power wall construction house, can also be only two
Poured inside the steel square tube 15 at end, depending on house floor and requirement of strength design, for low-rise building structure,
It can be made using not casting concrete and hollow structure is kept inside shear wall slab.
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 (10)
- A kind of 1. house that shear wall slab by steel square tube and steel plate splicing is assembled, 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 body both ends of the shear wall slab are steel square tube, both ends Steel square tube between be provided with upper steel plate and lower steel plate, left between upper steel plate and lower steel plate spacing and by supporter fix connect Connect, the both ends of upper steel plate and lower steel plate are fixedly connected with the steel square tube at both ends respectively, and shear wall slab is along steel square tube length direction Two side end faces are provided with connection otic placode, and the positive and negative of shear wall slab, which is provided with, connects batten, on the joint face of steel column side Provided with connection otic placode；Connection otic placode at left and right sides of shear wall slab is fixed with the connection otic placode on steel column by junction steel plate respectively Connection, shear wall slab upper and lower end face and the upper and lower end face of other one piece of shear wall slab are attached, and one end of floor is placed on company On narrow bars plate, and casting concrete at the joint face between floor and shear wall slab.
- 2. the house that a kind of shear wall slab by steel square tube and steel plate splicing according to claim 1 is assembled, it is special Sign is：Positive and negative edge where the end face of connection otic placode is not provided with the shear wall slab is provided with some embedded nuts, cuts Power wallboard and the longitudinally connected of other one piece of shear wall slab are that junction steel plate is fixed by bolts into joint face edge, shear wall slab Body interior keeps hollow, or in both ends casting concrete, or whole casting concretes.
- 3. the house that a kind of shear wall slab by steel square tube and steel plate splicing according to claim 1 is assembled, it is special Sign is：The shear wall slab being connected up and down is in two pieces of shear wall slabs being connected with each other by using connection joint bar insertion Portion, and both ends internally or by internal whole casting concretes.
- A kind of 4. house that shear wall slab by steel square tube and steel plate splicing is assembled, it is characterised in that：Including steel column, steel The multilayer steel frame that beam, floor, roof boarding and shear wall slab are assembled into embeds shear wall structure；The body two of the shear wall slab Hold as steel square tube, upper steel plate and lower steel plate are provided between the steel square tube at both ends, spacing and logical is left between upper steel plate and lower steel plate Supporter to be crossed to be fixedly connected, the both ends of upper steel plate and lower steel plate are fixedly connected with the steel square tube at both ends respectively, and the four of shear wall slab All side end faces are provided with connection otic placode, casting concrete between the inside of steel square tube and upper and lower steel plate；Steel column is connected with girder steel Steel-frame structure is formed, not embedded shear wall slab is formed without the wall standard width of a room in an old-style house in steel-frame structure, embedded shear wall in steel-frame structure Plate shape embeds shear wall structure into steel frame, and the top and bottom of girder steel connection shear wall slab and the side joint face of steel column are equipped with Both connection otic placodes are fixed on by connection otic placode, shear wall slab with steel column and shear wall slab with girder steel by junction steel plate Together；One end of floor is placed on the top of girder steel, and the casting concrete at the joint face of the top of girder steel and floor.
- 5. the room that a kind of shear wall slab by steel square tube and steel plate splicing according to any one of claims 1 to 4 is assembled Room, it is characterised in that：The connection otic placode uses single-row setting, or is set using biserial, if being opened up in connection otic placode Bolt stem hole, welded nut at bolt hole when being set using biserial on the connection otic placode face relative to each other of biserial；The company Ear connecting plate is laid using multiple discontinuous or continuously laid using integral type.
- 6. the room that a kind of shear wall slab by steel square tube and steel plate splicing according to any one of claims 1 to 4 is assembled Room, it is characterised in that：Upper steel plate and lower steel plate in the shear wall slab are corrugated sheet steel, and upper and lower steel plate is used at trough Supporter is fixedly connected；Or upper and lower steel plate uses plain plate.
- 7. the room that a kind of shear wall slab by steel square tube and steel plate splicing according to any one of claims 1 to 4 is assembled Room, it is characterised in that：The floor is precast floor slab, and the side end face of precast floor slab is provided with reinforcing bar and single-row connection otic placode, two pieces Be fixedly connected between connection otic placode on the floor of interconnection with junction steel plate, two pieces interconnection floors on reinforcing bar it Between tied up or be welded and fixed with connection joint bar.
- 8. the room that a kind of shear wall slab by steel square tube and steel plate splicing according to any one of claims 1 to 4 is assembled Room, it is characterised in that：The floor is precast floor slab, and the side end face of precast floor slab is provided with biserial connection otic placode, and two pieces mutually interconnect It is fixedly connected between the connection otic placode on floor connect with junction steel plate.
- 9. the room that a kind of shear wall slab by steel square tube and steel plate splicing according to any one of claims 1 to 4 is assembled Room, it is characterised in that：The floor is combined by Prefabricated stacking floor and local cast-in-place concrete, Prefabricated stacking floor Side end face be provided with reinforcing bar, Prefabricated stacking floor is provided with precast reinforced truss, on the Prefabricated stacking floors of two pieces of interconnections Reinforcing bar between tied up or be welded and fixed, casting concrete on Prefabricated stacking floor.
- 10. the room that a kind of shear wall slab by steel square tube and steel plate splicing according to any one of claims 1 to 4 is assembled Room, it is characterised in that：The floor is the cast-in-situ floor for having steel floor support plate, and precast reinforced truss is provided with steel floor support plate, Casting concrete on steel floor support plate.
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| CN110331799A (en) * | 2019-07-18 | 2019-10-15 | 西南交通大学 | The trapezoidal corrugated plating shear wall of Low Yield Point Steel |
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