CN207228319U - A kind of steel reinforced concrete shear force of frame wall system house - Google Patents
A kind of steel reinforced concrete shear force of frame wall system house Download PDFInfo
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- CN207228319U CN207228319U CN201720723425.4U CN201720723425U CN207228319U CN 207228319 U CN207228319 U CN 207228319U CN 201720723425 U CN201720723425 U CN 201720723425U CN 207228319 U CN207228319 U CN 207228319U
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Abstract
It the utility model is related to a kind of steel reinforced concrete shear force of frame wall system house, steel-frame structure is connected and composed by steel column and girder steel, steel reinforced concrete frame-shear-wall structure is connected and composed by the concealed beam in steel column and the precast shear wall plate containing concealed beam, pre-buried connecting plate is equipped with concealed beam to be used to connect floor, the joint face of precast shear wall plate and steel column is equipped with steel plate, is connected precast shear wall plate with steel column by junction steel plate；The otic placode perpendicular to steel plate is equipped with concealed beam on precast shear wall plate, the otic placode perpendicular to steel plate also is provided with the place being connected at the concealed beam of precast shear wall plate on steel column, is fixedly connected with the otic placode on steel column with the otic placode on precast shear wall plate by additional junction steel plate.Steel reinforced concrete shear force of frame wall system house provided by the utility model, can be applied in multilayer, high level or Super High assembled architecture, have the characteristics that using space layout is flexible, lateral rigidity is big, assembling is simple, short construction period and cost are low.
Description
Technical field
A kind of prefabricated buildings building is the utility model is related to, is specifically a kind of steel reinforced concrete Frame-Shear Wall system house.
Background technology
Frame-shear-wall structure is also referred to as frame-shear structure, and this structure is that a certain number of shearings are arranged in frame structure
Wall, composition flexibly freely uses space, meets the requirement of different building functions, while has enough shear walls again, has quite
Big lateral rigidity.
In prefabricated buildings building field, steel reinforced concrete Frame-Shear Wall knot can also be used in high-rise or Super High house
Structure, and the design of specific connecting node is combined, the advantage of conventional concrete frame-shear structure can either be reached, and can suitably reduce
The dosage of steel, has the advantages that assembled architecture short construction period, also lower than pure steel frame shear wall structure cost.
Utility model content
The purpose of this utility model is to provide a kind of steel reinforced concrete Frame-Shear Wall system house, suitable for multilayer, high level or super
Skyscraper field, has using the advantage that space layout is flexible, lateral rigidity is big, short construction period and cost are low.
To achieve these goals, technical solution is used by the utility model：
A kind of steel reinforced concrete Frame-Shear Wall system house, including girder steel, steel column, floor, roof boarding and precast shear wall plate,
Be equipped with concealed beam in precast shear wall plate, where concealed beam at the positive and negative of precast shear wall be equipped with pre-buried connecting plate, steel column and
Girder steel connects and composes steel-frame structure, and steel column connects and composes steel reinforced concrete frame with the concealed beam in the precast shear wall plate containing concealed beam and cuts
Power wall construction；The joint face of precast shear wall plate, which is equipped with, opens up the steel plates of some through holes, by outer between precast shear wall plate
Junction steel plate is added to connect the Interal fixation on two blocks of precast shear wall plates；On the joint face that steel column is connected with precast shear wall plate
It also is provided with opening up the steel plate of some through holes, steel column is connected both Interal fixations by additional junction steel plate with precast shear wall plate
Connect；Precast shear wall plate is equipped with also protruding otic placode, steel plate of the otic placode on joint face on the joint face at concealed beam and sets
Put, on the steel column being connected with precast shear wall plate concealed beam position, be similarly equipped with perpendicular to steel column joint face upper steel plate
Otic placode, the otic placode on precast shear wall plate are fixedly connected with the otic placode on steel column by additional junction steel plate；Steel reinforced concrete shear force of frame
Floor at wall construction is attached with the concealed beam position on precast shear wall plate, floor and girder steel at steel-frame structure
Connection.
The steel column is additionally provided with stiffener with the corresponding position of concealed beam on precast shear wall plate.
Steel plate on the steel column joint face and the steel plate on precast shear wall plate joint face are single-row steel plate or
For biserial steel plate, when being biserial steel plate, the through hole on the opposite face of biserial steel plate is welded with nut.
The floor is connected with the concealed beam on precast shear wall plate, is that one end of Prefabricated stacking floor is placed on prefabricated cut
On pre-buried connecting plate at the positive and negative concealed beam of power wallboard, the side end face of Prefabricated stacking floor is equipped with reinforcing bar, in prefabricated overlapping building
Plate is equipped with precast reinforced truss, and the through hole of some perforations is opened up in the concealed beam position of precast shear wall plate, will connection joint bar from
Through hole is inserted into and makes reinforcement welding on connection joint bar and Prefabricated stacking floor or tie up fixation, by other connection joint bar from
Penetrated in other through holes, and make the both ends of connection joint bar extend respectively in the precast reinforced truss of precast shear wall plate both sides,
Finally on Prefabricated stacking floor and floor and precast shear wall plate junction casting concrete.
The floor that the concealed beam with precast shear wall plate is connected uses the cast-in-place concrete floor for having steel floor support plate, is
One end of steel floor support plate is placed on the pre-buried connecting plate at the positive and negative concealed beam of precast shear wall plate, is set on steel floor support plate
There is precast reinforced truss, the through hole of some perforations is opened up in the concealed beam position of precast shear wall plate, by connection joint bar from through hole
Penetrate, and make the both ends of connection joint bar extend respectively in the precast reinforced truss of precast shear wall plate both sides, finally in steel building
On board and floor and precast shear wall plate junction casting concrete.
The floor that the concealed beam with precast shear wall plate is connected uses precast floor slab, and the side end face of the precast floor slab is set
There are steel plate and reinforcing bar, some through holes are opened up on steel plate, the through hole of some perforations is opened up in the concealed beam position of precast shear wall plate, will
Steel plate on precast floor slab is fixedly connected with the prefabricated connecting plate at concealed beam, and connection joint bar is penetrated from the through hole in concealed beam,
The both ends of joint bar are connected respectively with the binding reinforcing bars on two blocks of precast floor slabs or being welded and fixed, are finally cut in precast floor slab with prefabricated
The junction casting concrete of power wallboard.
The floor that the concealed beam with precast shear wall plate is connected uses precast floor slab, and the side end face of precast floor slab is equipped with
The steel plate of some through holes is opened up, by the prefabricated connecting plate at the steel plate of precast floor slab side end face and concealed beam with additional junction steel plate
It is fixedly connected, finally in precast floor slab and the junction casting concrete of precast shear wall plate.
The floor being connected with girder steel uses precast floor slab, and the side end face of precast floor slab is equipped with steel plate and reinforcing bar, steel plate
Some through holes are equipped with, the top of girder steel is equipped with peg, by the steel plate on two blocks of precast floor slabs being placed on girder steel with additional
Junction steel plate be fixedly connected, the reinforcing bar on two blocks of precast floor slabs with additional binding reinforcing bars or is welded and fixed, finally two
Casting concrete at the top of the junction of block precast floor slab and girder steel.
Steel floor support plate is placed on steel by the floor being connected with girder steel using the cast-in-place concrete floor for having steel floor support plate
Back portion, the top both ends of girder steel are respectively equipped with peg and fix steel floor support plate and girder steel, and pre-manufactured steel is equipped with steel floor support plate
Muscle truss, by connect joint bar both ends be inserted into respectively in the precast reinforced truss of both sides, finally on two pieces of steel floor support plates and
Casting concrete at the top of girder steel.
The floor being connected with girder steel is composed of Prefabricated stacking floor and cast-in-place concrete, is set at the top of girder steel
Peg is put, two pieces of Prefabricated stacking floors are placed on girder steel, and the side end face of Prefabricated stacking floor is equipped with reinforcing bar, prefabricated folded at two pieces
Close floor and be equipped with precast reinforced truss, in the precast reinforced truss with connection joint bar insertion both sides, by two pieces of prefabricated overlapping buildings
Fixation is fixed or tied up to reinforcement welding on plate, finally pours coagulation on two pieces of Prefabricated stacking floors and at the top of girder steel
Soil.
Steel reinforced concrete shear force of frame wall system house provided by the utility model, can be applied to multilayer, high level or Super High assembling
In formula building, have the characteristics that using space layout is flexible, lateral rigidity is big, assembling is simple, short construction period and cost are low.
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 steel reinforced concrete shear force of frame wall system house；
Fig. 2 is the close-up schematic view of circled in Fig. 1；
Fig. 3 is the structure chart of the first embodiment at A-A in Fig. 1；
Fig. 4 is the structure chart of second of embodiment at A-A in Fig. 1；
Fig. 5 is the structure chart of the third embodiment at A-A in Fig. 1；
Fig. 6 is the structure chart of the 4th kind of embodiment at A-A in Fig. 1；
Fig. 7 is the structure chart of the first embodiment at B-B in Fig. 1；
Fig. 8 is the structure chart of second of embodiment at B-B in Fig. 1；
Fig. 9 is the structure chart of the third embodiment at B-B in Fig. 1.
Embodiment：
A kind of steel reinforced concrete shear force of frame wall system house provided by the utility model, concrete structure are as depicted in figs. 1 and 2, main
If it is connected with each other and is formed by girder steel 2, steel column 1, roof boarding, precast shear wall plate 5 and floor 3.Wherein, girder steel 2 is adopted with steel column 1
Steel-frame structure is connected and composed with traditional approach.Concealed beam 6 is internally provided with precast shear wall plate 5, and setting is pre-buried at concealed beam 6
Connecting plate 8, the both sides of precast shear wall plate 5 are connected with steel column 1, and the concealed beam 6 on precast shear wall plate 5 is connected with floor 3, so
Steel reinforced concrete frame-shear-wall structure just is formed, lateral rigidity is both added, also meets the requirement using space flexible arrangement, use
The Mixed Design of steel-frame structure and concrete frame structure, reduces the consumption of steel, can achieve the purpose that to reduce cost.
The side end face of precast shear wall plate 5 is equipped with single-row steel plate or biserial steel plate, is mainly used for the connection with steel column 1,
Some through holes penetrated for bolt are opened up on steel plate.Likewise, it also is provided with steel column 1 with 5 junction of precast shear wall plate single-row
Steel plate or biserial steel plate, it is therefore an objective to be connected with precast shear wall plate 5.Or precast shear wall plate 5 and steel column 1 are all single-row steel
Plate, otherwise be all biserial steel plate, when being all biserial steel plate, need in the through hole welded nut on the opposite face of biserial steel plate,
Because the narrow gaps between biserial steel plate, it is unfavorable for twisting bolt operation, can be from the outside of steel plate by bolt after welded nut
It is inserted into and is fixedly connected with welded nut.Between the steel plate on steel plate and steel column 1 on precast shear wall plate 5, by additional
Junction steel plate 7 is fixedly connected with bolt.Connection between precast shear wall plate 5 and precast shear wall plate 5 is again by additional
Junction steel plate 7 is fixedly connected with bolt.Further for increase bonding strength, set at the concealed beam 6 also on precast shear wall plate 5
The otic placode perpendicular to side end face upper steel plate is put, is equally also provided with steel column 1 corresponding with concealed beam 6 perpendicular to steel column upper steel plate
Otic placode, the otic placode on precast shear wall plate 5 is fixedly connected with the otic placode on steel column 1 with bolt with additional junction steel plate 7.
When being not provided with otic placode, the connection of steel column 1 and precast shear wall plate 5, structure type and computation model can only be by hinged or partly firm
Half hinge calculates, and after using otic placode so that structure type and computation model can be calculated by rigid connection.On above-mentioned steel column 1 with concealed beam 6
Corresponding position is additionally provided with stiffener 4, further increases the intensity at this.
Precast shear wall plate 5 in the present embodiment divides to be with door or window and without door or window, but connection mode
All same.For the connecting node of the concealed beam 6 on precast shear wall plate 5 and floor 3（A-A sectional views in Fig. 1）, only provide with
Lower four embodiments.
Embodiment 1：As shown in figure 3, floor 3 is composed of Prefabricated stacking floor 301 and cast-in-place concrete 302, building
Plate 3 is connected with the concealed beam 6 on precast shear wall plate 5, is that one end of two pieces of Prefabricated stacking floors 301 is individually positioned in prefabricated cut
On pre-buried connecting plate 8 at the positive and negative concealed beam 6 of power wallboard 5, the side end face of Prefabricated stacking floor 301 is equipped with reinforcing bar, at two pieces
Precast reinforced truss 10 is respectively equipped with Prefabricated stacking floor 301, some pass through is opened up in 6 position of concealed beam of precast shear wall plate 5
Logical through hole, will connect joint bar 9 and be inserted into the reinforcement welding simultaneously and on two pieces of Prefabricated stacking floors 301 from through hole or tie up solid
It is fixed, other connection joint bar 9 is penetrated from other through holes, and make the both ends of connection joint bar 9 extend respectively to precast shear wall
In the precast reinforced truss 10 of 5 both sides of plate, finally on Prefabricated stacking floor 301 and floor 3 and precast shear wall plate 5 company
Connect place's casting concrete.
Embodiment 2：As shown in figure 4, floor 3 uses cast-in-place concrete floor 304, it is by the one of two pieces of steel floor support plates 303
End is individually positioned on the pre-buried connecting plate 8 at the positive and negative concealed beam 6 of precast shear wall plate 5, is set on two pieces of steel floor support plates 303
Have precast reinforced truss 10, the through hole of some perforations opened up in 6 position of concealed beam of precast shear wall plate 5, will connection joint bar 9 from logical
Penetrated in hole, and make the both ends of connection joint bar 9 extend respectively in the precast reinforced truss 10 of 5 both sides of precast shear wall plate, most
Afterwards on steel floor support plate 303 and floor 3 and precast shear wall plate 5 junction casting concrete.
Embodiment 3：As shown in figure 5, floor 3 uses precast floor slab 305, the side end face of the precast floor slab 305 is equipped with steel plate
And reinforcing bar, some through holes are opened up on steel plate, and the through hole of some perforations is opened up in 6 position of concealed beam of precast shear wall plate 5, will be prefabricated
Steel plate on floor 305 is fixedly connected with the prefabricated connecting plate 8 at concealed beam 6 with bolt, will connect joint bar 9 from leading in concealed beam 6
Penetrated in hole, the both ends of joint bar 9 are connected respectively with the binding reinforcing bars on two blocks of precast floor slabs 303 or being welded and fixed, finally pre-
The junction casting concrete of floor 303 processed and precast shear wall plate 5.
Embodiment 4：As shown in fig. 6, floor 3 uses precast floor slab 305, opened up if the side end face of precast floor slab 305 is equipped with
The steel plate of dry through hole, by the prefabricated connecting plate 8 at the steel plate of 305 side end face of precast floor slab and concealed beam 6 with additional junction steel plate 7
Connection is fixed by bolts, finally in precast floor slab 305 and the junction casting concrete of precast shear wall plate 5.
For at the steel-frame structure that is made of steel column 1 and girder steel 2, being not connected to precast shear wall plate 5 and forming no wall standard width of a room in an old-style house,
The connecting node of floor 3 and girder steel 2（Sectional view at B-B in Fig. 1）Only provide following three embodiments（Embodiment 5 is to embodiment
7）.
Embodiment 5：As shown in fig. 7, floor 3 uses precast floor slab 305, the side end face of precast floor slab 305 be equipped with steel plate and
Reinforcing bar, steel plate are equipped with some through holes, and the top of girder steel 2 is equipped with peg 11, the two blocks of precast floor slabs that will be placed on girder steel 2
Steel plate on 305 is bolted to connection with additional junction steel plate 7, by the reinforcing bar on two blocks of precast floor slabs 305 with additional
Binding reinforcing bars or be welded and fixed, finally in the 2 top casting concrete of junction and girder steel of two blocks of precast floor slabs 305.
Embodiment 6：As shown in figure 8, floor 3 uses cast-in-place concrete floor 304, two pieces of steel floor support plates 303 are placed on
The top of girder steel 2, the top both ends of girder steel 2 are respectively equipped with peg 11, and steel floor support plate 303 is fixed on girder steel 2 by peg 11, two
Precast reinforced truss 10 is respectively equipped with block steel floor support plate 303, the precast reinforced of both sides is inserted at the both ends for connecting joint bar 9 respectively
In truss 10, finally on two pieces of steel floor support plates 303 and 2 top casting concrete of girder steel.
Embodiment 7：As shown in figure 9, floor 3 is composed of cast-in-place concrete 302 and Prefabricated stacking floor 301, in steel
The top of beam 2 sets peg 11, two pieces of Prefabricated stacking floors 301 is placed on girder steel 2, the side of Prefabricated stacking floor 301
Face is equipped with reinforcing bar, and precast reinforced truss 10 is equipped with two pieces of Prefabricated stacking floors 301, and the pre- of both sides is inserted into connection joint bar 9
In steel bar girder 10 processed, the reinforcing bar on two pieces of Prefabricated stacking floors 301 and peg 11 are welded and fixed or tied up fixation, finally
On two pieces of Prefabricated stacking floors 301 and girder steel 2 top casting concrete.
The junction steel plate of above-mentioned junction is connected by screw bolts with steel plate, is conducive to the peace installation and dismantling of assembled architecture
Unload, naturally it is also possible to connected by the way of welding.The connection of precast shear wall plate and precast shear wall plate, and roof boarding with
The connection of precast shear wall plate, is all that the Interal fixation on two pieces of panels of interconnection is connected to one by junction steel plate 7
Rise, explanation is not developed in details.
Above example is merely intended for describing the technical solutions of the present application, but not for limiting the present application, those of ordinary skill in the art couple
Other modifications or equivalent substitution that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, should all cover in the right of the utility model.
Claims (10)
- A kind of 1. steel reinforced concrete Frame-Shear Wall system house, it is characterised in that：Including girder steel, steel column, floor, roof boarding and prefabricated Shear wall slab, is equipped with concealed beam in precast shear wall plate, and the positive and negative of the precast shear wall at concealed beam place is equipped with pre-buried connection Plate, steel column connect and compose steel-frame structure with girder steel, and steel column is connected and composed with the concealed beam in the precast shear wall plate containing concealed beam Steel reinforced concrete frame-shear-wall structure；The joint face of precast shear wall plate is equipped with the steel plate for opening up some through holes, precast shear wall plate Between by additional junction steel plate by two blocks of precast shear wall plates Interal fixation connect；Steel column is connected with precast shear wall plate Joint face on also be provided with opening up the steel plates of some through holes, steel column is with precast shear wall plate by additional junction steel plate by both Interal fixation connects；Precast shear wall plate is equipped with also protruding otic placode on the joint face at concealed beam, and otic placode is perpendicular to joint face On steel plate set, on the steel column being connected with precast shear wall plate concealed beam position, be similarly equipped with and connected perpendicular to steel column The otic placode of face upper steel plate, the otic placode on precast shear wall plate are fixedly connected with the otic placode on steel column by additional junction steel plate；Steel Floor at mixed frame-shear-wall structure is attached with the concealed beam position on precast shear wall plate, at steel-frame structure Floor is connected with girder steel.
- A kind of 2. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：The steel column with it is pre- The corresponding position of concealed beam is additionally provided with stiffener on shear wall slab processed.
- A kind of 3. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：The steel column connection Steel plate on face is single-row steel plate with the steel plate on precast shear wall plate joint face or is biserial steel plate, when being biserial During steel plate, the through hole on the opposite face of biserial steel plate is welded with nut.
- A kind of 4. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：The floor with it is pre- Concealed beam connection on shear wall slab processed, is that one end of Prefabricated stacking floor is placed at the positive and negative concealed beam of precast shear wall plate Pre-buried connecting plate on, the side end face of Prefabricated stacking floor is equipped with reinforcing bar, and precast reinforced truss is equipped with Prefabricated stacking floor, The through hole of some perforations is opened up in the concealed beam position of precast shear wall plate, connection joint bar is inserted into from through hole and makes connection joint bar With the reinforcement welding on Prefabricated stacking floor or tying up fixation, other connection joint bar is penetrated from other through holes, and the company of order The both ends for patching muscle are extended respectively in the precast reinforced truss of precast shear wall plate both sides, finally on Prefabricated stacking floor with And the junction casting concrete of floor and precast shear wall plate.
- A kind of 5. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：It is described to be cut with prefabricated The floor of concealed beam connection on power wallboard is to place one end of steel floor support plate using the cast-in-place concrete floor for having steel floor support plate On the pre-buried connecting plate at the positive and negative concealed beam of precast shear wall plate, precast reinforced truss is equipped with steel floor support plate, pre- The concealed beam position of shear wall slab processed opens up the through hole of some perforations, and connection joint bar is penetrated from through hole, and makes connection joint bar Both ends are extended respectively in the precast reinforced truss of precast shear wall plate both sides, finally on steel floor support plate and floor with it is prefabricated The junction casting concrete of shear wall slab.
- A kind of 6. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：It is described to be cut with prefabricated The floor of concealed beam connection on power wallboard uses precast floor slab, and the side end face of the precast floor slab is equipped with steel plate and reinforcing bar, on steel plate Open up some through holes, the through hole of some perforations opened up in the concealed beam position of precast shear wall plate, by the steel plate on precast floor slab with Prefabricated connecting plate at concealed beam is fixedly connected, and connection joint bar is penetrated from the through hole in concealed beam, connects the both ends difference of joint bar With the binding reinforcing bars on two blocks of precast floor slabs or being welded and fixed, finally poured in the junction of precast floor slab and precast shear wall plate Concrete.
- A kind of 7. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：It is described to be cut with prefabricated The floor of concealed beam connection on power wallboard uses precast floor slab, and the side end face of precast floor slab is equipped with the steel plate for opening up some through holes, The steel plate of precast floor slab side end face is fixedly connected with the prefabricated connecting plate at concealed beam with additional junction steel plate, finally prefabricated The junction casting concrete of floor and precast shear wall plate.
- A kind of 8. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：It is described to connect with girder steel The floor connect uses precast floor slab, and the side end face of precast floor slab is equipped with steel plate and reinforcing bar, and steel plate is equipped with some through holes, girder steel Top is equipped with peg, and the steel plate on be placed on girder steel two blocks of precast floor slabs is fixedly connected with additional junction steel plate, will Reinforcing bar on two blocks of precast floor slabs with additional binding reinforcing bars or is welded and fixed, finally in the junction of two blocks of precast floor slabs and Casting concrete at the top of girder steel.
- A kind of 9. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：It is described to connect with girder steel Steel floor support plate is placed at the top of girder steel, the top two of girder steel by the floor connect using the cast-in-place concrete floor for having steel floor support plate End is respectively equipped with peg and fixes steel floor support plate and girder steel, and precast reinforced truss is equipped with steel floor support plate, will connect joint bar Both ends are inserted into the precast reinforced truss of both sides respectively, finally casting concrete on two pieces of steel floor support plates and at the top of girder steel.
- A kind of 10. steel reinforced concrete Frame-Shear Wall system house according to claim 1, it is characterised in that：It is described to connect with girder steel The floor connect is composed of Prefabricated stacking floor and cast-in-place concrete, and peg, two pieces of prefabricated overlappings are set at the top of girder steel Floor is placed on girder steel, and the side end face of Prefabricated stacking floor is equipped with reinforcing bar, and pre-manufactured steel is equipped with two pieces of Prefabricated stacking floors Muscle truss, is inserted into the precast reinforced truss of both sides with connection joint bar, the reinforcement welding on two pieces of Prefabricated stacking floors is fixed Or tie up fixation, finally on two pieces of Prefabricated stacking floors and girder steel top casting concrete.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720723425.4U CN207228319U (en) | 2017-06-21 | 2017-06-21 | A kind of steel reinforced concrete shear force of frame wall system house |
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| CN201720723425.4U CN207228319U (en) | 2017-06-21 | 2017-06-21 | A kind of steel reinforced concrete shear force of frame wall system house |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577518A (en) * | 2018-12-05 | 2019-04-05 | 谢建林 | A kind of fabricated shear wall horizontal connection structure and construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577518A (en) * | 2018-12-05 | 2019-04-05 | 谢建林 | A kind of fabricated shear wall horizontal connection structure and construction method |
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