CN212078350U - Frame-shear wall structure for one-way few walls - Google Patents

Abstract

The utility model relates to a frame-shear force wall structure for one-way few wall relates to civil engineering building structure's technical field, and it includes shear force wall and crossbeam, and the shear force wall includes first reinforcing bar cylinder mould and pours the concrete wall body outside first reinforcing bar cylinder mould, and the crossbeam includes second reinforcing bar cylinder mould and pours the concrete beam body outside second reinforcing bar cylinder mould, still is provided with first grafting mechanism on the shear force wall, and first grafting mechanism includes a plurality of first reinforcing bar couples, has seted up first draw-in groove on the crossbeam, and first reinforcing bar couple joint is in first draw-in groove, and has pour the concrete in the first draw-in groove. The utility model discloses can not use the welding to fix crossbeam and shear force wall, first rebar hook forms reinforced concrete structure with concrete combined action for shear force wall and crossbeam fixed connection just are difficult for throwing off as an organic whole, and in first rebar hook stretched into the crossbeam, improved the wholeness of crossbeam and shear force wall in addition, and then improved shear force wall's shear capacity.

Description

Frame-shear wall structure for one-way few walls

Technical Field

The utility model relates to a technical field of building support node especially relates to a frame-shear wall structure that is used for one-way few wall.

Background

Unidirectional wall-less structures, as their name implies, have more shear walls in one direction and fewer shear walls in another direction, but in order to increase shear strength in the direction with fewer shear walls, frame-shear wall structures are mostly used in that direction to increase strength. The frame-shear wall structure is also called a frame shear structure, a certain number of shear walls are arranged in the frame structure, the shear walls are called frame shear walls, flexible and free use spaces are formed by the shear walls, the requirements of different building functions are met, meanwhile, enough shear walls are provided, and the shear walls have quite large rigidity.

At present, a connection node of a precast concrete frame and a precast concrete shear wall with embedded vertical joints is provided by a Chinese utility model patent with the bulletin date of 2013, 05 and 08 and the bulletin number of CN208996208U, and comprises two precast concrete shear walls with embedded vertical joints and a precast composite beam, wherein an angle steel embedded part is preset in the precast composite beam; an upper shear key is preset at the upper part of the precast concrete shear wall with the embedded vertical joint, and a lower shear key is preset at the lower part of the precast concrete shear wall; and the lower end plate of the prefabricated superposed beam is welded and fixed with the overhanging exposed part of the upper connecting plate of the embedded precast concrete shear wall with the vertical joint, and the upper end plate of the prefabricated superposed beam is welded and fixed with the lower end plate of the other embedded precast concrete shear wall with the vertical joint.

For another example, the publication date is 2015, 01, 21, and the publication number is CN204112525U, which is a chinese utility model patent proposes a high-strength concrete prefabricated frame embedded prefabricated shear wall structure with vertical joints, a high-strength prefabricated shear wall with vertical joints and two prefabricated superposed beams, wherein the high-strength prefabricated shear wall with vertical joints is provided with upper shear keys and lower shear keys; the prefabricated superposed beam is provided with embedded parts and also comprises prefabricated frame columns; the prefabricated superposed beam and the prefabricated frame column form a prefabricated side frame; the high-strength prefabricated shear wall with the vertical joints is arranged in the prefabricated side frame; the high-strength prefabricated shear wall with the vertical seams is connected with the embedded parts on the two prefabricated superposed beams through the upper shear keys and the lower shear keys.

The above prior art solutions have the following drawbacks: in the unidirectional wall-less structure, the direction with less shear walls can bear larger horizontal shear; in the scheme, the precast composite beam and the precast concrete shear wall are connected in a welding mode, and when a large horizontal shear force is applied, a welding point is easy to break, so that the precast concrete shear wall and the precast composite beam lose integrity, and the shear resistance of the precast concrete shear wall is reduced.

SUMMERY OF THE UTILITY MODEL

Aiming at the defects existing in the prior art, the utility model aims at providing a frame-shear wall structure for one-way few walls, which can improve the connection strength between a beam and the shear wall, so that the beam and the shear wall have good integrity, and further the shear resistance of the shear wall is improved.

The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:

a frame-shear wall structure for a unidirectional wall with less walls comprises a shear wall prefabricated in advance and a cross beam prefabricated in advance, wherein the shear wall comprises a first steel bar net cage and a concrete wall body poured outside the first steel bar net cage, the cross beam comprises a second steel bar net cage and a concrete beam body poured outside the second steel bar net cage, a first splicing mechanism is further arranged on the shear wall, the first splicing mechanism comprises a plurality of first steel bar hooks, the first steel bar hooks are fixedly connected with the first steel bar net cage, one ends of the first steel bar hooks, far away from the first steel bar net cage, extend out of the concrete wall body, the first steel bar hooks are symmetrically arranged on two sides of the shear wall in the thickness direction, and the first steel bar hooks are uniformly distributed along the length direction of the shear wall; the crossbeam is provided with a first clamping groove, the first clamping groove is formed in the upper end face of the crossbeam and is arranged along the length direction of the crossbeam, the first steel bar hook is clamped in the first clamping groove, and concrete is poured in the first clamping groove.

By adopting the technical scheme, when the shear wall is prefabricated, the first steel bar hook and the first steel bar net cage are woven together, then the shear wall is integrally poured, and when the cross beam is prefabricated, the first clamping groove is formed in a one-step pouring mode; during installation, firstly installing a cross beam, positioning and temporarily fixing the cross beam, then inserting a first steel bar hook of the shear wall into a first clamping groove, then positioning and temporarily fixing the shear wall, and pouring concrete into the first clamping groove after the shear wall is positioned; so first rebar hook forms reinforced concrete structure with concrete combined action for shear force wall and crossbeam fixed connection just are difficult for breaking away as an organic whole, and in first rebar hook stretched into the crossbeam, improved the wholeness of crossbeam and shear force wall moreover, and then improved shear force wall's shear capacity.

The present invention may be further configured in a preferred embodiment as: a second splicing mechanism is arranged on the cross beam and comprises a plurality of second steel bar hooks, the second steel bar hooks are fixedly connected with a second steel bar net cage, one ends, far away from the second steel bar net cage, of the second steel bar hooks extend out of the concrete beam body, the plurality of second steel bar hooks are symmetrically arranged on two sides of the shear wall in the thickness direction, and the plurality of second steel bar hooks are uniformly distributed along the length direction of the cross beam; a second clamping groove is formed in the end face, far away from the first steel bar hook, of the shear wall, the second clamping groove is formed in the length direction of the shear wall, the second steel bar hook is connected in the second clamping groove in a clamped mode, and concrete is poured in the second clamping groove.

Through adopting above-mentioned technical scheme, when installation crossbeam and shear force wall, first steel bar hook joint is in first draw-in groove, and second steel bar hook joint is in the second draw-in groove, and later crossbeam, shear force wall, crossbeam connect gradually to pour the concrete in to first draw-in groove and second draw-in groove, so improved the wholeness of crossbeam and shear force wall among the multi-storey building, and then improved holistic shear strength.

The present invention may be further configured in a preferred embodiment as: the inner peripheral surface of first draw-in groove is gone up to be laid and is equipped with first template, and the inner peripheral surface of second draw-in groove is gone up to be laid and is equipped with the second template, first template and second steel reinforcement cylinder mould fixed connection, second template and first steel reinforcement cylinder mould fixed connection.

By adopting the technical scheme, when the shear wall and the cross beam are prefabricated, the first template is fixedly connected to the second steel bar net cage, and the second template is fixedly connected to the first steel bar net cage, so that the first clamping groove and the second clamping groove can be conveniently formed; after the prefabrication of shear force wall and crossbeam finishes, first template and second template do not pull down, and when pegging graft first rebar hook, the concrete beam body is protected to first template, avoids first rebar hook to destroy the structure of the concrete beam body, and when pegging graft second rebar hook, the second template protects concrete wall, avoids second rebar hook to destroy concrete wall's structure.

The present invention may be further configured in a preferred embodiment as: the first splicing mechanism further comprises a plurality of first reinforcing plates, the second splicing mechanism further comprises a plurality of second reinforcing plates, the first reinforcing plates are fixedly connected with the first reinforcing mesh cage, one end, far away from the first reinforcing mesh cage, of each first reinforcing plate is inserted into the corresponding first clamping groove, the first reinforcing plates are perpendicular to the length direction of the shear wall, the first reinforcing plates are evenly arranged along the length direction of the shear wall, the second reinforcing plates are fixedly connected with the second reinforcing mesh cage, one end, far away from the second reinforcing mesh cage, of each second reinforcing plate is inserted into the corresponding second clamping groove, the second reinforcing plates are perpendicular to the length direction of the cross beam, and the second reinforcing plates are evenly arranged along the length direction of the cross beam.

Through adopting above-mentioned technical scheme, because it has the concrete to fill with the second draw-in groove in the first draw-in groove, when the shear force is received at the shear force wall, the shear force wall can transmit the shear force to the second reinforcing bar cylinder mould on, and the second reinforcing bar transmits the shear force to the second reinforcing bar cylinder mould, and then makes whole crossbeam atress, and the crossbeam can give a counter-force for the shear force of first reinforcing bar, and first reinforcing bar transmits this counter-force to first reinforcing bar cylinder mould, and then makes whole shear force wall atress, so the atress performance of crossbeam and shear force wall has been improved, the shear resistance performance of shear force wall has been improved.

The present invention may be further configured in a preferred embodiment as: the first splicing mechanism further comprises a plurality of third reinforcing plates, the second splicing mechanism further comprises a plurality of fourth reinforcing plates, the third reinforcing plates are fixedly connected with the first template, the third reinforcing plates are uniformly arranged along the length direction of the cross beam, and the third reinforcing plates and the first reinforcing plates are arranged at intervals; the fourth reinforcing plate is fixedly connected with the second template, the fourth reinforcing plate is uniformly arranged along the length direction of the shear wall, and the fourth reinforcing plate and the second reinforcing plate are arranged at intervals.

Through adopting above-mentioned technical scheme for the upper and lower both ends atress of shear force wall is more even, the upper and lower both ends of crossbeam also atress is even, so when the shear force wall received the shear force, can provide better shear resistance.

The present invention may be further configured in a preferred embodiment as: first through-holes have all been seted up along the length direction of crossbeam in the upper end of first reinforcing plate and third reinforcing plate, and the second through-hole has all been seted up along the length direction of crossbeam in the upper end of second reinforcing plate and fourth reinforcing plate.

Through adopting above-mentioned technical scheme, when concreting in first draw-in groove and the second draw-in groove, can make the concrete evenly flow in first draw-in groove and second draw-in groove, reduced the probability of producing the bubble in first draw-in groove and the second draw-in groove, and then strengthened the joint strength between crossbeam and the shear force wall.

The present invention may be further configured in a preferred embodiment as: a plurality of communicating pipes are fixedly arranged on the cross beam, and are evenly distributed along the length direction of the cross beam and communicated with the first clamping groove and the second clamping groove.

Through adopting above-mentioned technical scheme, after having installed one deck shear force wall, install the crossbeam again, later install one deck shear force wall again, later pour the concrete in to first draw-in groove and second draw-in groove again, when concreting, only need with concrete placement go into first draw-in groove in, so in concrete alright follow the communicating tube and flow in the second draw-in groove, reduced the number of times of pouring, improved the installation effectiveness.

The present invention may be further configured in a preferred embodiment as: the upper end of crossbeam is fixed and is provided with inlet pipe and discharging pipe, and the inlet pipe all passes the concrete beam body with first draw-in groove intercommunication with the discharging pipe, and inlet pipe and discharging pipe set up the both ends at crossbeam length direction respectively.

Through adopting above-mentioned technical scheme, let in the concrete from the inlet pipe and can once only accomplish the packing of concrete in first draw-in groove and the second draw-in groove, the inlet pipe sets up respectively at shear force wall length direction's both ends with the discharging pipe, accomplishes when being convenient for constructor observes in first draw-in groove and the second draw-in groove and pours.

The present invention may be further configured in a preferred embodiment as: and a cement mortar layer is coated between the cross beam and the shear wall.

By adopting the technical scheme, when the cross beam and the shear wall are installed, the cement mortar layer is firstly coated on the upper end surface of the next shear wall, then the cross beam is installed, then the cement mortar layer is coated on the upper end surface of the cross beam, then the shear wall is installed, and the cement mortar layer can play a temporary fixing role and is convenient for the fixation of the cross beam and the previous shear wall; meanwhile, the cement mortar can seal the gap between the shear wall and the cross beam to prevent the concrete from leaking out of the gap between the cross beam and the shear wall when the concrete is poured into the first clamping groove.

To sum up, the utility model discloses a following at least one useful technological effect:

1. through the setting of first grafting mechanism and second grafting mechanism, first rebar hook forms reinforced concrete structure with the concrete combined action, and second rebar hook forms reinforced concrete structure with the concrete combined action for shear force wall and crossbeam fixed connection just are difficult for breaking away as an organic whole, and in first rebar hook stretched into the crossbeam, improved the wholeness of crossbeam and shear force wall moreover, and then improved shear force wall's shear capacity.

2. Through the setting of first template and second template, make first template and second template both can use as the template when shear force wall and crossbeam are prefabricated, use as the protection shield simultaneously, when the first rebar hook of pegging graft, the concrete beam body is protected to first template, avoids first rebar hook to destroy the structure of the concrete beam body, and when the second rebar hook of pegging graft, second template protection concrete wall body avoids the second rebar hook to destroy concrete wall's structure.

3. Through the arrangement of the first reinforcing plate, the second reinforcing plate, the third reinforcing plate and the fourth reinforcing plate, the shearing force applied to the shear wall is transmitted into a second steel bar net cage in the cross beam through the second reinforcing plate and the fourth reinforcing plate, so that the shearing force applied to the shear wall is dispersed by the whole cross beam; the crossbeam passes through in first reinforcing plate and the fourth reinforcing plate transmits the first reinforcing bar cylinder mould in the shear force wall with the opposite power of shear force, makes whole shear force wall disperse the counter-force that the crossbeam gave, and then has protected the connection structure of crossbeam and shear force wall.

4. Through the setting of communicating pipe, after having installed the one deck shear force wall, install the crossbeam again, later install the one deck shear force wall again, later pour the concrete in to first draw-in groove and second draw-in groove again, when pouring the concrete, only need with concrete placement go into first draw-in groove in, so in concrete alright follow the communicating pipe interior flow in the second draw-in groove, reduced the number of times of pouring, improved the installation effectiveness.

5. Through the setting on cement mortar layer, cement mortar can be dead with the gap closure between shear force wall and the crossbeam to when avoiding pouring concrete in to first draw-in groove, the concrete spills from between crossbeam and the shear force wall.

Drawings

FIG. 1 is a schematic view of the installation of a shear wall and a cross beam according to the present embodiment;

fig. 2 is a schematic view of a framework structure in the shear wall and the cross beam according to the embodiment.

Reference numerals: 1. a shear wall; 11. a first reinforcement cage; 12. a concrete wall; 2. a cross beam; 21. a second reinforcement cage; 22. a concrete beam body; 23. a communicating pipe; 24. a feed pipe; 25. a discharge pipe; 3. a first plugging mechanism; 31. a first steel bar hook; 32. a first card slot; 33. a first template; 34. a first reinforcing plate; 35. a third reinforcing plate; 36. a first through hole; 4. a second plugging mechanism; 41. a second steel bar hook; 42. a second card slot; 43. a second template; 44. a second reinforcing plate; 45. a fourth reinforcing plate; 46. a second through hole; 5. a cement mortar layer.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Referring to fig. 1, the present embodiment proposes a shear wall 1 structure as a frame for unidirectional few walls, which includes a shear wall 1 prefabricated in advance and a cross beam 2 prefabricated in advance.

Referring to fig. 1 and 2, the shear wall 1 includes a first reinforcement cage 11 and a concrete wall 12 cast outside the first reinforcement cage 11, and the beam 2 includes a second reinforcement cage 21 and a concrete beam 22 cast outside the second reinforcement cage 21.

The shear wall 1 is further provided with a first plugging mechanism, and the first plugging mechanism comprises a first template 33, a plurality of first steel bar hooks 31, a plurality of first reinforcing plates 34 and a plurality of third reinforcing plates 35. The upper end of the cross beam 2 is provided with a first clamping groove 32 along the length direction of the cross beam, a first template 33 is laid on the inner circumferential surface of the first clamping groove 32, and the first template 33 is fixedly connected with the second reinforcement cage 21 in a welding or/and binding mode.

A plurality of first rebar hook 31 evenly set up along the length direction of shear force wall 1, and first rebar hook 31 symmetry sets up the both sides in shear force wall 1 thickness direction. The first steel bar hook 31 is fixedly connected with the first steel bar net cage 11 in a welding or/and binding mode, and the first steel bar hook 31 penetrates through the bottom end face of the concrete wall 12 and is clamped in the first clamping groove 32.

The first reinforcing plate 34 is perpendicular to the length direction of the shear wall 1, and the plurality of first reinforcing plates 34 are uniformly arranged along the length direction of the shear wall 1. The first reinforcing plate 34 and the first steel bar net cage 11 are fixedly connected in a welding or/and binding mode, and a first through hole 36 is formed in the top end of the first reinforcing plate 34 along the length direction of the shear wall 1.

The third reinforcing plate 35 is perpendicular to the length direction of the cross member 2, and the plurality of third reinforcing plates 35 are uniformly arranged along the length direction of the cross member 2. The third reinforcing plate 35 is welded to the inner peripheral surface of the first die plate 33, and the top end of the third reinforcing plate 35 is also provided with a first through hole 36. After the first steel bar hook 31 is inserted into the first clamping groove 32, the first reinforcing plate 34 and the third reinforcing plate 35 are arranged at an interval.

Be provided with second grafting mechanism 4 on crossbeam 2, second grafting mechanism 4 includes second template 43, a plurality of second rebar hook 41, a plurality of second reinforcing plate 44 and a plurality of fourth reinforcing plate 45. The upper end of the shear wall 1 is provided with a second clamping groove 42 along the length direction of the shear wall, a second template 43 is laid on the inner circumferential surface of the second clamping groove 42, and the second template 43 is fixedly connected with the first reinforcement cage 11 in a welding or/and binding mode.

A plurality of second rebar hook 41 evenly set up along the length direction of crossbeam 2, and second rebar hook 41 sets up the both sides in crossbeam 2 thickness direction to the car. The second steel bar hook 41 is fixedly connected with the second steel bar net cage 21 in a welding or/and binding mode, and the second steel bar hook 41 penetrates through the bottom end face of the concrete beam body 22 and is clamped in the first clamping groove 32 of the next shear wall 1.

The second reinforcing plate 44 is perpendicular to the longitudinal direction of the cross member 2, and a plurality of second reinforcing plates 44 are uniformly arranged along the longitudinal direction of the cross member 2. The second reinforcing plate 44 is fixedly connected with the second reinforcement cage 21 by welding or/and binding, and a second through hole 46 is formed in the top end of the second reinforcing plate 44 along the length direction of the shear wall 1.

The fourth reinforcing plates 45 are perpendicular to the length direction of the cross beam 2, and the plurality of fourth reinforcing plates 45 are uniformly arranged along the length direction of the shear wall 1. The fourth reinforcing plate 45 is welded to the inner peripheral surface of the second die plate 43, and a second through hole 46 is also opened in the tip end of the fourth reinforcing plate 45. After the second rebar hook 41 is inserted into the second clamping groove 42, the second reinforcing plate 44 and the fourth reinforcing plate 45 are arranged at an interval.

Still be provided with a plurality of communicating pipes 23 on crossbeam 2, and communicating pipe 23 is vertical setting, and a plurality of communicating pipes 23 evenly set up along crossbeam 2's length direction. The communicating pipe 23 is fixedly connected with the second steel reinforcement net cage 21 in a welding or/and binding mode, and after the concrete beam body 22 is poured, the communicating pipe 23 penetrates through the concrete beam body; and after the cross beam 2 and the shear wall 1 are installed, the communication pipe 23 communicates the first clamping groove 32 and the second clamping groove 42.

The upper end of the beam 2 is provided with a feeding pipe 24 and a discharging pipe 25, and the feeding pipe 24 and the discharging pipe 25 are arranged at two ends of the beam 2 in the length direction. The feeding pipe 24, the discharging pipe 25 and the second steel bar net cage 21 are fixedly connected in a welding or/and binding mode, the feeding pipe 24 and the discharging pipe 25 penetrate through the first template 33 to be communicated with the first clamping groove 32, and the feeding pipe 24 and the discharging pipe 25 are welded with the first template 33.

And a cement mortar layer 5 is coated between the cross beam 2 and the shear wall 1.

The implementation principle of the embodiment is as follows:

when installing crossbeam 2 and shear force wall 1, earlier scribble cement mortar layer 5 on the up end of next floor shear force wall 1, later place crossbeam 2 on the up end of next floor shear force wall 1, and peg graft second rebar hook 41 in the second draw-in groove 42 of next floor shear force wall 1, later fix a position and temporarily fix crossbeam 2, later scribble cement mortar layer 5 on the up end of crossbeam 2, later place last floor shear force wall 1 on the up end of crossbeam 2, and peg graft first rebar hook 31 on last floor shear force wall 1 in the first draw-in groove 32 of crossbeam 2, later fix a position and temporarily fix crossbeam 2.

Then, concrete is injected into the first clamping groove 32 from the feeding pipe 24 on the cross beam 2, the concrete flows into the second clamping groove 42 through the communicating pipe 23, the second clamping groove 42 is filled with the concrete firstly, then the first clamping groove 32 is filled with the concrete, and when the concrete flows out from the discharging pipe 25, the concrete is stopped being injected into the first clamping groove 32; after maintaining for a certain time, the positioning and temporary fixing devices of the shear wall 1 and the cross beam 2 are removed, and the next layer of cross beam 2 and the shear wall 1 are installed.

When the shear wall 1 is subjected to a shear force, the shear force applied to the shear wall 1 is transmitted to the second reinforcement cage 21 in the cross beam 2 under the combined action of the first reinforcing plate 34, the second reinforcing plate 44, the third reinforcing plate 35 and the fourth reinforcing plate 45, so that the whole cross beam 2 is uniformly stressed, the cross beam 2 gives the shear wall 1 a force opposite to the shear force, and under the combined action of the first reinforcing plate 34, the second reinforcing plate 44, the third reinforcing plate 35 and the fourth reinforcing plate 45, the force opposite to the shear force is penetrated to the first reinforcement cage 11 in the shear wall 1, so that the whole shear wall 1 is uniformly stressed. The frame formed by the cross beam 2 and the shear wall 1, namely the shear wall 1 structure, can bear larger wind load, and is further suitable for a one-way few-wall structure.

The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims (9)

1. A frame for a unidirectional few walls, namely a shear wall (1) structure, comprises a shear wall (1) prefabricated in advance and a cross beam (2) prefabricated in advance, wherein the shear wall (1) comprises a first reinforcement cage (11) and a concrete wall body (12) poured outside the first reinforcement cage (11), the cross beam (2) comprises a second reinforcement cage (21) and a concrete beam body (22) poured outside the second reinforcement cage (21), and the structure is characterized in that,

the shear wall (1) is further provided with a first plug-in mechanism (3), the first plug-in mechanism (3) comprises a plurality of first steel bar hooks (31), the first steel bar hooks (31) are fixedly connected with the first steel bar net cage (11), one ends, far away from the first steel bar net cage (11), of the first steel bar hooks (31) extend out of the concrete wall body (12), the first steel bar hooks (31) are symmetrically arranged on two sides of the shear wall (1) in the thickness direction, and the first steel bar hooks (31) are uniformly distributed along the length direction of the shear wall (1); first draw-in groove (32) have been seted up on crossbeam (2), and first draw-in groove (32) are seted up on the up end of crossbeam (2), and first draw-in groove (32) set up along the length direction of crossbeam (2), and first reinforcing bar couple (31) joint has pour the concrete in first draw-in groove (32).

2. A frame-shear wall (1) structure for unidirectional few walls according to claim 1, characterized in that: the cross beam (2) is provided with a second plug-in mechanism (4), the second plug-in mechanism (4) comprises a plurality of second steel bar hooks (41), the second steel bar hooks (41) are fixedly connected with a second steel bar net cage (21), one ends, far away from the second steel bar net cage (21), of the second steel bar hooks (41) extend out of the concrete beam body (22), the second steel bar hooks (41) are symmetrically arranged on two sides of the thickness direction of the shear wall (1), and the second steel bar hooks (41) are uniformly distributed along the length direction of the cross beam (2); a second clamping groove (42) is formed in one end face, far away from the first steel bar hook (31), of the shear wall (1), the second clamping groove (42) is formed in the length direction of the shear wall (1), the second steel bar hook (41) is connected in the second clamping groove (42) in a clamped mode, and concrete is poured in the second clamping groove (42).

3. A frame-shear wall (1) structure for unidirectional few walls according to claim 2, characterized in that: the inner peripheral surface of first draw-in groove (32) goes up to be laid and is equipped with first template (33), and the inner peripheral surface of second draw-in groove (42) goes up to be laid and is equipped with second template (43), first template (33) and second steel reinforcement cylinder mould (21) fixed connection, second template (43) and first steel reinforcement cylinder mould (11) fixed connection.

4. A frame-shear wall (1) structure for unidirectional few walls according to claim 3, characterized in that: the first plug-in mechanism (3) further comprises a plurality of first reinforcing plates (34), the second plug-in mechanism (4) further comprises a plurality of second reinforcing plates (44), the first reinforcing plates (34) are fixedly connected with the first steel bar net cage (11), one end of the first reinforcing plate (34) far away from the first steel bar net cage (11) is inserted into the first clamping groove (32), the first reinforcing plate (34) is vertical to the length direction of the shear wall (1), the first reinforcing plates (34) are uniformly arranged along the length direction of the shear wall (1), the second reinforcing plates (44) are fixedly connected with the second steel reinforcement net cage (21), one end of the second reinforcing plate (44) far away from the second steel bar net cage (21) is inserted into the second clamping groove (42), the second reinforcing plate (44) is vertical to the length direction of the cross beam (2), and the second reinforcing plates (44) are uniformly arranged along the length direction of the cross beam (2).

5. A frame-shear wall (1) structure for unidirectional few walls according to claim 4, characterized in that: the first plugging mechanism (3) further comprises a plurality of third reinforcing plates (35), the second plugging mechanism (4) further comprises a plurality of fourth reinforcing plates (45), the third reinforcing plates (35) are fixedly connected with the first template (33), the third reinforcing plates (35) are uniformly arranged along the length direction of the cross beam (2), and the third reinforcing plates (35) and the first reinforcing plates (34) are arranged at intervals; the fourth reinforcing plate (45) is fixedly connected with the second template (43), the fourth reinforcing plates are uniformly arranged along the length direction of the shear wall (1), and the fourth reinforcing plates and the second reinforcing plate (44) are arranged at intervals.

6. A frame-shear wall (1) structure for unidirectional few walls according to claim 5, characterized in that: first through-hole (36) have all been seted up along the length direction of crossbeam (2) in the upper end of first reinforcing plate (34) and third reinforcing plate (35), and second through-hole (46) have all been seted up along the length direction of crossbeam (2) in the upper end of second reinforcing plate (44) and fourth reinforcing plate (45).

7. A frame-shear wall (1) structure for unidirectional few walls according to claim 6, characterized in that: a plurality of communicating pipes (23) are fixedly arranged on the cross beam (2), the communicating pipes (23) are uniformly distributed along the length direction of the cross beam (2), and the communicating pipes (23) are communicated with a first clamping groove (32) and a second clamping groove (42).

8. A frame-shear wall (1) structure for unidirectional few walls according to claim 7, characterized in that: the upper end of crossbeam (2) is fixed to be provided with inlet pipe (24) and discharging pipe (25), and inlet pipe (24) all pass concrete beam body (22) and first draw-in groove (32) intercommunication with discharging pipe (25), and inlet pipe (24) and discharging pipe (25) set up respectively at crossbeam (2) length direction's both ends.

9. A frame-shear wall (1) structure for unidirectional few walls according to claim 8, characterized in that: and a cement mortar layer (5) is coated between the cross beam (2) and the shear wall (1).

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