CN207063138U - A kind of fabricated shear wall system house - Google Patents
A kind of fabricated shear wall system house Download PDFInfo
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- CN207063138U CN207063138U CN201720723419.9U CN201720723419U CN207063138U CN 207063138 U CN207063138 U CN 207063138U CN 201720723419 U CN201720723419 U CN 201720723419U CN 207063138 U CN207063138 U CN 207063138U
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- shear wall
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Abstract
It the utility model is related to a kind of fabricated shear wall system house, it is made up of steel column, girder steel, floor, roof boarding and precast shear wall plate, precast shear wall plate is divided into the wallboard containing concealed beam and the wallboard without concealed beam, the positive and negative of precast shear wall plate is provided with pre-buried connecting plate, 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 provided 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；Floor on girder steel is connected with girder steel, and precast shear wall plate is fixedly connected with floor by pre-buried connecting plate.It fabricated shear wall system house provided by the utility model, can be applied in multilayer, high level or Super High assembled architecture, there is speed of application soon and undertake the advantages of weight bearing power is strong.
Description
Technical field
It the utility model is related to a kind of prefabricated buildings building, specifically a kind of fabricated shear wall system house.
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.
Utility model content
The purpose of this utility model is to provide a kind of fabricated shear wall system house, suitable for multilayer, high level or superelevation
Layer building field, there is short construction period, undertake the strong advantage of weight bearing power.
To achieve these goals, technical scheme is used by the utility model：
A kind of fabricated shear wall system house, including steel column, girder steel, floor, precast shear wall plate, roof boarding and prefabricated
The side end face of shear wall slab containing concealed beam, the side end face of precast shear wall plate and the prefabricated shear wall slab containing concealed beam is equipped with
Steel plate, concealed beam place on the prefabricated shear wall slab containing concealed beam side end face on be additionally provided with otic placode perpendicular to steel plate, in advance
The positive and negative of the positive and negative of shear wall slab processed and the prefabricated shear wall slab containing concealed beam, which is located at concealed beam, is equipped with pre-buried connection
Plate, the side of steel column are provided with steel plate, and the steel column side position corresponding with concealed beam is additionally provided with the otic placode perpendicular to steel plate；It is prefabricated to cut
The side of power wallboard and the side of steel column are connected both Interal fixations by additional junction steel plate, and floor is placed on prefabricated cut
It is fixedly connected on the pre-buried connecting plate of power wallboard positive and negative and with precast shear wall plate；Steel column is connected with girder steel, is placed on girder steel
On floor be fixedly connected with girder steel；The side of the prefabricated shear wall slab containing concealed beam and the side of steel column pass through additional connection steel
Both Interal fixations are connected, then are fixedly connected with both otic placodes with additional junction steel plate by plate, and floor is placed on prefabricated contain
Have on the pre-buried connecting plate on the shear wall slab of concealed beam at concealed beam, and fixed with the concealed beam on the prefabricated shear wall slab containing concealed beam
Connection.
The side of the steel column is located at is additionally provided with stiffener with the junction of girder steel.
Steel plate on the steel column side, the steel plate on precast shear wall plate side and the prefabricated shear wall containing concealed beam
Steel plate on plate side is single-row steel plate or is biserial steel plate, when being biserial steel plate, is opened up on biserial steel plate
Some through holes, and the through hole on the opposite face of biserial steel plate is welded with nut.
The floor is precast floor slab, and the side end face of precast floor slab is provided with reinforcing bar and single-row steel plate, precast shear wall plate
The through hole of insertion, floor side are offered at where the positive and negative concealed beam of positive and negative and the prefabricated shear wall slab containing concealed beam
The steel plate in face with the pre-buried connecting plate on precast shear wall plate or with the pre-buried connection on the prefabricated shear wall slab containing concealed beam
Plate is fixedly connected, connection joint bar through after the through hole of insertion with the binding reinforcing bars of floor side end face or being welded and fixed, finally in building
The junction casting concrete of plate and the junction either floor and the prefabricated shear wall slab containing concealed beam of precast shear wall plate；
The connection of floor and girder steel is that the Interal fixation on two pieces of floors, girder steel top are provided with into peg with additional junction steel plate, with even
Muscle is patched by the binding reinforcing bars on two pieces of floors or is welded and fixed, is finally poured between two pieces of floors and at the top of girder steel mixed
Solidifying soil.
The floor is precast floor slab, and the side end face of precast floor slab is provided with biserial steel plate, precast shear wall plate and prefabricated
Pre-buried connecting plate on shear wall slab containing concealed beam is biserial steel plate, some through holes is offered on biserial steel plate, in biserial
Through hole on the opposite face of steel plate is welded with nut, and connection and floor of the floor with precast shear wall plate are with prefabricated containing dark
The connection of the shear wall slab of beam, it is that the steel plate on floor and pre-buried connecting plate are fixed together by additional junction steel plate,
Finally poured in floor and the junction of precast shear wall plate or the junction of floor and the prefabricated shear wall slab containing concealed beam
Concrete.
The floor is combined by Prefabricated stacking floor and cast-in-place concrete, and Prefabricated stacking floor is provided with pre-manufactured steel
Positive and negative is equipped with some at the concealed beam of muscle truss, the positive and negative of precast shear wall plate and the prefabricated shear wall slab containing concealed beam
The through hole of insertion, connection joint bar passes through from the through hole of insertion, and inserts in the precast reinforced truss on the floor of both sides, in addition
Connection joint bar is also penetrated in through holes from others to be passed through, and with the binding reinforcing bars on the floor of both sides or being welded and fixed, in two pieces of buildings
The junction cast of plate and the junction either two pieces of floors and the prefabricated shear wall slab containing concealed beam of precast shear wall plate is mixed
Solidifying soil；Top be provided with peg girder steel and floor connection, be by connect joint bar both ends insert respectively it is pre- on the floor of both sides
In steel bar girder processed, and reinforcing bar is set in the side end face of Prefabricated stacking floor, finally in the pre- of the top of girder steel and both sides
Together casting concrete on laminated floor slab processed.
The floor is the cast-in-situ floor for having steel floor support plate, and precast reinforced truss, steel floor support plate are provided with steel floor support plate
Be placed on the pre-buried connecting plate of precast shear wall plate or the prefabricated shear wall slab containing concealed beam, precast shear wall plate it is positive and negative
The through hole of insertion is equipped with the positive and negative concealed beam of face and the prefabricated shear wall slab containing concealed beam, connection joint bar leads to from insertion
Penetrated in hole, the both ends for connecting joint bar are inserted in the precast reinforced truss on the floor of both sides respectively, are finally held in the steel building of both sides
Casting concrete on plate；The connection of floor and girder steel is that steel floor support plate is placed at the top of girder steel, is inserted respectively with connection joint bar
In the precast reinforced truss at both ends, the top both ends of girder steel are additionally provided with peg and steel floor support plate are fixed on girder steel, finally in steel
On floor support plate and girder steel top casting concrete.Fabricated shear wall system house provided by the utility model, can be applied
In high-rise or Super High assembled architecture, there is speed of application soon and undertake the advantages of weight bearing power is strong.
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 fabricated shear 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 the first embodiment at B-B in Fig. 1；
Fig. 5 is the structure chart of the first embodiment at C-C in Fig. 1；
Fig. 6 is the structure chart of second of embodiment at A-A in Fig. 1；
Fig. 7 is the structure chart of second of embodiment at B-B in Fig. 1；
Fig. 8 is the structure chart of the third embodiment at A-A in Fig. 1；
Fig. 9 is the structure chart of the third embodiment at B-B in Fig. 1；
Figure 10 is the structure chart of second of embodiment at C-C in Fig. 1；
Figure 11 is the structure chart of the 4th kind of embodiment at A-A in Fig. 1；
Figure 12 is the structure chart of the 4th kind of embodiment at B-B in Fig. 1；
Figure 13 is the structure chart of the third embodiment at C-C in Fig. 1.
Embodiment：
A kind of fabricated shear wall system house provided by the utility model, concrete structure as depicted in figs. 1 and 2, mainly
Be be connected with each other by girder steel 2, steel column 1, roof boarding, precast shear wall plate 4, the prefabricated shear wall slab 5 containing concealed beam and floor 3 and
Into.Wherein, the side end face of precast shear wall plate 4 and the side end face of the prefabricated shear wall slab 5 containing concealed beam be equipped with open up it is some
The steel plate of through hole, the place of concealed beam 6 on the prefabricated shear wall slab 5 containing concealed beam side end face on be additionally provided with perpendicular to steel plate
The positive and negative of otic placode, the positive and negative of precast shear wall plate 4 and the prefabricated shear wall slab 5 containing concealed beam and equal at the concealed beam 6
Provided with pre-buried connecting plate 9, the side of steel column 1 is provided with the steel plate for opening up some through holes, the side of steel column 1 position corresponding with concealed beam 6
Put the otic placode being additionally provided with perpendicular to steel plate.The side of precast shear wall plate 4 and the side of steel column 1 are used by additional junction steel plate 7
Bolt connects both Interal fixation, floor 3 be placed on the pre-buried connecting plate 9 of the positive and negative of precast shear wall plate 4 and with it is pre-
Shear wall slab 4 processed is fixedly connected.Steel column 1 is connected with girder steel 2 with traditional approach, and floor 3 is placed on girder steel 2 and consolidated with girder steel 2
Fixed connection.The side of the prefabricated shear wall slab 5 containing concealed beam and the side of steel column 1 are by additional junction steel plate 7 with bolt by two
The Interal fixation connection of person, then be fixedly connected with both otic placodes with bolt with additional junction steel plate 7, floor 3 is placed on prefabricated
On pre-buried connecting plate 9 at the concealed beam 6 of shear wall slab 5 containing concealed beam, and with it is dark on the prefabricated shear wall slab 5 containing concealed beam
Beam 6 is fixedly connected.
The side of steel column 1 is located at is additionally provided with stiffener 8 with the junction of girder steel 2, to increase bonding strength.Precast shear wall
Plate 4 and the prefabricated shear wall slab 5 containing concealed beam can be divided into the wallboard with door and window and the wallboard without door and window again, according to specific room
Room structure is selected.Steel plate, the prefabricated shear wall slab side end face containing concealed beam on the above-mentioned side end face of precast shear wall plate 4
On steel plate and the both sides joint face of steel column 1 on steel plate can be set to single-row or biserial, or but it may be noted that be
Single-row steel plate, or being biserial steel plate, when being arranged to biserial steel plate, it need to be welded in the through hole on the opposite face of biserial steel plate
Connected nut, because the narrow gaps between biserial steel plate, it is unfavorable for twisting bolt operation, can be from the outside of steel plate after welded nut
Bolt is inserted and is fixedly connected with welded nut.When being not provided with otic placode, steel column 1 and the prefabricated shear wall slab 5 containing concealed beam
Connection, structure type and computation model can only be calculated by be hinged or half firm half hinge, and after using otic placode so that structure type and meter
Calculating model can be calculated by rigid connection.
Steel column 1 is attached with girder steel 2 according to existing steel-frame structure, is not illustrated herein.The connection of wallboard and steel column 1
Also provided above-mentioned, the connection for floor 3 and the prefabricated shear wall slab 5 containing concealed beam（Section view node at A-A in Fig. 1）
Four kinds of embodiments are only provided, refer to Fig. 3, Fig. 6, Fig. 8, Figure 11.Connection for floor 3 and precast shear wall plate 4（B-B in Fig. 1
Locate sectional view）Also four kinds of embodiments are only provided, refer to Fig. 4, Fig. 7, Fig. 9, Figure 12.Connection for floor 3 and girder steel 2（In Fig. 1
Sectional view at C-C）Three kinds of embodiments are only provided, refer to Fig. 5, Figure 10, Figure 13.Design below according to the structure of floor 3 is different, point
Used connecting node during from different floors 3 is not provided.
The first floor construction：Floor 3 uses precast floor slab, set in advance in the side end face of precast floor slab single-row steel plate and
Some reinforcing bars, some through holes are opened up on single-row steel plate.Precast floor slab and the prefabricated shear wall containing concealed beam using this structure
The node that plate 5 is formed is shown in Fig. 3, and the node formed with precast shear wall plate 4 is shown in Fig. 4, and the node formed with girder steel 2 is shown in Fig. 5.It is prefabricated
Insertion is offered at where the positive and negative concealed beam 6 of the positive and negative of shear wall slab 4 and the prefabricated shear wall slab 5 containing concealed beam
Through hole, the steel plate of the side end face of floor 3 with the pre-buried connecting plate 9 on precast shear wall plate 4 or with the prefabricated shearing containing concealed beam
Pre-buried connecting plate 9 on wallboard 5 is fixedly connected with bolt, connection joint bar 10 through insertion through hole after with the side end face of floor 3
Binding reinforcing bars are welded and fixed, finally in the junction of floor 3 and precast shear wall plate 4 either floor 3 with prefabricated containing dark
The junction casting concrete of the shear wall slab 5 of beam.The connection of floor 3 and girder steel 2 is by two pieces of floors with additional junction steel plate 7
Steel plate on 3 is fixed with bolt, and the top of girder steel 2 is provided with peg 11, with connect joint bar 10 by the binding reinforcing bars on two pieces of floors 3 or
Be welded and fixed, finally between two pieces of floors 3 and girder steel 2 top casting concrete.
Second of floor construction：Floor 3 uses precast floor slab, sets biserial steel plate in the side end face of precast floor slab in advance,
Open up some through holes on biserial steel plate, the pre-buried connecting plate 9 on precast shear wall plate 4 and the prefabricated shear wall slab 5 containing concealed beam
It is the biserial steel plate for opening up some through holes, the through hole on the opposite face of above-mentioned all biserial steel plates is welded with nut.Adopt
The node formed with the precast floor slab of this structure with the prefabricated shear wall slab 5 containing concealed beam is shown in Fig. 6, with precast shear wall plate 4
The node of formation is shown in Fig. 7.Connection and floor 3 and prefabricated shear wall slab 5 containing concealed beam of the floor 3 with precast shear wall plate 4
Connection, be that the steel plate on floor 3 and pre-buried connecting plate 9 are fixed together with bolt by additional junction steel plate 7, finally
Poured in floor 3 and the junction of precast shear wall plate 4 or the junction of floor 3 and the prefabricated shear wall slab 5 containing concealed beam
Concrete.
The third floor construction：Floor 3 is combined by cast-in-place concrete 13 and Prefabricated stacking floor 12, prefabricated overlapping building
Plate 12 is provided with precast reinforced truss 14, the positive and negative of precast shear wall plate 4 and the prefabricated shear wall slab 5 containing concealed beam it is dark
Positive and negative is equipped with the through hole of some insertions at beam 6, and connection joint bar 10 passes through from the through hole of insertion, and inserts on the floor of both sides
Precast reinforced truss 14 in, other connection joint bar 14 is also penetrated in through holes from others and passed through, and with the floor of both sides
Binding reinforcing bars are welded and fixed, in the junction of two pieces of floors and precast shear wall plate 4 either two pieces of floors with it is prefabricated containing
The junction of the shear wall slab 5 of concealed beam, and the upper concrete of Prefabricated stacking floor 12.Top is provided with the girder steel 2 of peg 11
It is to insert at the both ends for connecting joint bar 10 in the precast reinforced truss 14 on the floor of both sides respectively with the connection of floor, and
The side end face of Prefabricated stacking floor 12 sets reinforcing bar, by the binding reinforcing bars on both sides Prefabricated stacking floor 12 or is welded and fixed, most
The together casting concrete on the Prefabricated stacking floor 12 of the top of girder steel 2 and both sides afterwards.Using this structure floor with
The node that the prefabricated shear wall slab 5 containing concealed beam is formed is shown in Fig. 8, and the node formed with precast shear wall plate 4 is shown in Fig. 9, with girder steel 2
The connecting node of formation is shown in Figure 10.
4th kind of floor construction：Floor 3 is cast-in-situ floor 16, by steel floor support plate 15 be placed on precast shear wall plate 4 or
On the pre-buried connecting plate 9 of the prefabricated shear wall slab 5 containing concealed beam, precast reinforced truss 14 is provided with steel floor support plate 15, it is prefabricated
The through hole of insertion is equipped with the positive and negative concealed beam 6 of the positive and negative of shear wall slab 4 and the prefabricated shear wall slab 5 containing concealed beam,
Connection joint bar 10 penetrates from the through hole of insertion, connects the precast reinforced truss that the both ends of joint bar 10 are inserted on the floor of both sides respectively
In 14, finally on the steel floor support plate 15 of both sides and floor 3 and wallboard junction casting concrete.Floor 3 and girder steel 2
Connection is that steel floor support plate 15 is placed on into the top of girder steel 2, and the top both ends of girder steel 2 are additionally provided with peg 11, and peg 11 holds steel building
Plate 15 is fixed on the top of girder steel 2, is inserted in the precast reinforced truss 14 at both ends with connection joint bar 10, is finally held in steel building respectively
On plate 15 and girder steel 2 top casting concrete.Floor and the prefabricated shape of shear wall slab 5 containing concealed beam using this structure
Into node see Figure 11, with precast shear wall plate 4 formed node see Figure 12, with girder steel 2 formed connecting node see Figure 13.
The junction steel plate of above-mentioned junction is connected by screw bolts with steel plate, is advantageous 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 wallboard and wallboard, and the connection of roof boarding and wallboard, all it is
The Interal fixation on two pieces of panels of interconnection is linked together by junction steel plate 7, explanation is not developed in details.
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 (7)
- A kind of 1. fabricated shear wall system house, it is characterised in that：Including steel column, girder steel, floor, precast shear wall plate, room The side of panel and the prefabricated shear wall slab containing concealed beam, the side end face of precast shear wall plate and the prefabricated shear wall slab containing concealed beam End face is equipped with steel plate, the concealed beam place on the prefabricated shear wall slab containing concealed beam side end face on be additionally provided with perpendicular to steel plate Otic placode, the positive and negative of the positive and negative of precast shear wall plate and the prefabricated shear wall slab containing concealed beam, which is located at concealed beam, to be equipped with Pre-buried connecting plate, the side of steel column are provided with steel plate, and the steel column side position corresponding with concealed beam is additionally provided with the ear perpendicular to steel plate Plate；The side of precast shear wall plate and the side of steel column are connected both Interal fixations by additional junction steel plate, and floor is put Put on the pre-buried connecting plate of precast shear wall plate positive and negative and be fixedly connected with precast shear wall plate；Steel column is connected with girder steel, The floor being placed on girder steel is fixedly connected with girder steel；The side of the prefabricated shear wall slab containing concealed beam and the side of steel column pass through Both Interal fixations are connected, then are fixedly connected with both otic placodes with additional junction steel plate by additional junction steel plate, and floor is put Put on the pre-buried connecting plate on the prefabricated shear wall slab containing concealed beam at concealed beam, and with the prefabricated shear wall slab containing concealed beam Concealed beam be fixedly connected.
- A kind of 2. fabricated shear wall system house according to claim 1, it is characterised in that：The side position of the steel column Stiffener is additionally provided with the junction with girder steel.
- A kind of 3. fabricated shear wall system house according to claim 1, it is characterised in that：On the steel column side Steel plate, the steel plate on precast shear wall plate side and the steel plate on the prefabricated shear wall slab side containing concealed beam are single-row steel Plate is biserial steel plate, and when being biserial steel plate, some through holes are opened up on biserial steel plate, and in the phase of biserial steel plate Through hole on opposite is welded with nut.
- A kind of 4. fabricated shear wall system house according to claim 1, it is characterised in that：The floor is prefabricated building Plate, the side end face of precast floor slab be provided with reinforcing bar and single-row steel plate, the positive and negative of precast shear wall plate and prefabricated containing concealed beam Place where the positive and negative concealed beam of shear wall slab offers the through hole of insertion, on the steel plate and precast shear wall plate of floor side end face Pre-buried connecting plate or be fixedly connected with the pre-buried connecting plate on the prefabricated shear wall slab containing concealed beam, connection joint bar is through passing through With the binding reinforcing bars of floor side end face or being welded and fixed after logical through hole, finally in the junction of floor and precast shear wall plate or Person is the junction casting concrete of floor and the prefabricated shear wall slab containing concealed beam；The connection of floor and girder steel is with additional company Connect steel plate and the Interal fixation on two pieces of floors, girder steel top are provided with peg, tied the reinforcing bar on two pieces of floors with connection joint bar Prick or be welded and fixed, finally between two pieces of floors and girder steel top casting concrete.
- A kind of 5. fabricated shear wall system house according to claim 1, it is characterised in that：The floor is prefabricated building Plate, the side end face of precast floor slab are provided with biserial steel plate, pre- on precast shear wall plate and the prefabricated shear wall slab containing concealed beam It is biserial steel plate to bury connecting plate, and some through holes are offered on biserial steel plate, the through hole weldering on the opposite face of biserial steel plate Nut, floor and the connection of precast shear wall plate and the connection of floor and the prefabricated shear wall slab containing concealed beam are connected to, is The steel plate on floor and pre-buried connecting plate are fixed together by additional junction steel plate, finally in floor and precast shear wall plate Junction or floor and the prefabricated shear wall slab containing concealed beam junction casting concrete.
- A kind of 6. fabricated shear wall system house according to claim 1, it is characterised in that：The floor is by prefabricated Laminated floor slab and cast-in-place concrete combine, and Prefabricated stacking floor is provided with precast reinforced truss, and precast shear wall plate is just Positive and negative is equipped with the through hole of some insertions at the concealed beam of reverse side and the prefabricated shear wall slab containing concealed beam, and connection joint bar is from passing through Pass through, and inserted in the precast reinforced truss on the floor of both sides in logical through hole, connection joint bar in addition also penetrates from others Passed through in through hole, and with the binding reinforcing bars on the floor of both sides or being welded and fixed, in the connection of two pieces of floors and precast shear wall plate The junction cast concrete of place's either two pieces of floors and the prefabricated shear wall slab containing concealed beam；Top is provided with the girder steel of peg It is to insert at the both ends for connecting joint bar in the precast reinforced truss on the floor of both sides respectively with the connection of floor, and prefabricated The side end face of laminated floor slab sets reinforcing bar, finally together pours coagulation on the Prefabricated stacking floor of the top of girder steel and both sides Soil.
- A kind of 7. fabricated shear wall system house according to claim 1, it is characterised in that：The floor is You Gang buildings The cast-in-situ floor of board, is provided with precast reinforced truss on steel floor support plate, and steel floor support plate is placed on precast shear wall plate or pre- On the pre-buried connecting plate for making the shear wall slab containing concealed beam, the positive and negative of precast shear wall plate and the prefabricated shearing containing concealed beam The through hole of insertion is equipped with the positive and negative concealed beam of wallboard, connection joint bar penetrates from the through hole of insertion, connects the both ends of joint bar Insert respectively in the precast reinforced truss on the floor of both sides, finally the casting concrete on the steel floor support plate of both sides；Floor and steel The connection of beam is that steel floor support plate is placed at the top of girder steel, is inserted respectively in the precast reinforced truss at both ends with connection joint bar, steel The top both ends of beam are additionally provided with peg and steel floor support plate are fixed on girder steel, are finally poured on steel floor support plate and at the top of girder steel Build concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720723419.9U CN207063138U (en) | 2017-06-21 | 2017-06-21 | A kind of fabricated shear wall system house |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720723419.9U CN207063138U (en) | 2017-06-21 | 2017-06-21 | A kind of fabricated shear wall system house |
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| CN207063138U true CN207063138U (en) | 2018-03-02 |
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| CN201720723419.9U Active CN207063138U (en) | 2017-06-21 | 2017-06-21 | A kind of fabricated shear wall system house |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442534A (en) * | 2018-05-09 | 2018-08-24 | 李藏柱 | A kind of connecting node and its construction method of steel column/beam and prefabricated board |
| CN108894334A (en) * | 2018-07-20 | 2018-11-27 | 孟凡林 | Assembly concrete beam slab node and its method of construction |
| CN110424579A (en) * | 2019-07-30 | 2019-11-08 | 中国建筑第八工程局有限公司 | Frame deformation mode resists the assembly concrete shear wall shaken greatly |
-
2017
- 2017-06-21 CN CN201720723419.9U patent/CN207063138U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442534A (en) * | 2018-05-09 | 2018-08-24 | 李藏柱 | A kind of connecting node and its construction method of steel column/beam and prefabricated board |
| CN108442534B (en) * | 2018-05-09 | 2024-03-19 | 李藏柱 | Connecting node of steel column/beam and precast slab and construction method thereof |
| CN108894334A (en) * | 2018-07-20 | 2018-11-27 | 孟凡林 | Assembly concrete beam slab node and its method of construction |
| CN108894334B (en) * | 2018-07-20 | 2020-06-23 | 孟凡林 | Fabricated concrete beam slab node and construction method thereof |
| CN110424579A (en) * | 2019-07-30 | 2019-11-08 | 中国建筑第八工程局有限公司 | Frame deformation mode resists the assembly concrete shear wall shaken greatly |
| CN110424579B (en) * | 2019-07-30 | 2021-05-11 | 中国建筑第八工程局有限公司 | Frame deformation mode resists assembled concrete shear force wall of macroseism |
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