Fabricated house profile steel shear wall structure

Abstract

The invention discloses a fabricated house profile steel shear wall structure, and relates to the technical field of building construction.The fabricated house profile steel shear wall structure comprises a floor area used for forming the bottom face and a shear wall area connected with the bottom face, and during casting, the floor area and the shear wall area are connected and then integrally cast and formed. The floor area and the shear wall area comprise prefabricated parts used for forming a main body, reinforced steel meshes and / or integrated plates are arranged on the outer sides of the prefabricated parts, the prefabricated parts comprise profile steel forming a frame and steel bars located on the inner side of the frame in a crossed mode, and connecting parts are arranged at the crossed positions of the steel bars and used for limiting the steel bars. The strength of the prefabricated part after a floor area and a shear wall area are formed is guaranteed by enhancing the stability of the steel bars and the frame, it is guaranteed that the steel bars and the cold-formed section steel do not slip or deform or are locally crushed in the pouring process, and the cooperative work performance among the steel bars, the cold-formed section steel and concrete is maximized.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of building construction, in particular to a type steel shear wall structure of a fabricated house. BACKGROUND

[0002] The type steel shear wall structure house system is a shear wall composed of a type steel frame and a steel plate as a main lateral force resisting member, which is combined with a floor slab, a column and a beam to form a complete building structure system. It combines the high strength and high ductility of a steel structure with the stiffness advantage of a shear wall system, and is widely used in medium and high-rise residential buildings, public buildings and industrial plants.

[0003] The floor slab and wall body integrated pouring refers to pouring concrete for the floor slab and the load-bearing wall at the same time to form a whole steel bar (32)-concrete structure unit. This process improves the integrity and seismic performance of the structure, reduces the construction joints and joint treatment, and significantly speeds up the construction progress.

[0004] Publication No. CN107989227B discloses a fabricated type steel reinforced concrete shear wall structure, which is provided with mounting holes on the outer flanges of the end beams at the upper end or the lower end; one end without a beam is provided with a connecting steel plate seat, which is also provided with mounting holes corresponding to the positions of the mounting holes on the outer flanges of the end beams; and the positions corresponding to the mounting holes on the outer flanges of the end beams of the prefabricated concrete are provided with process grooves for mounting bolts or nuts. The fabricated type steel reinforced concrete shear walls are connected by full bolt connection, and the peripheral steel beams are connected by full bolt connection, which is fast in on-site construction and good in seismic performance, and can be applied to high seismic intensity areas and has a large applicable height.

[0005] In the type steel shear wall structure house system, the steel reinforcement framework of the shear wall and the floor slab are regarded as a whole, and a continuous steel reinforcement-concrete whole structure unit is formed by one-time concrete pouring without construction joints in the middle; The shear wall and the floor slab are connected by a splicing method, and the joints or construction joints are reserved, one part of the shear wall or the floor slab is constructed first, and then the two are spliced, poured or welded on site to form a whole by a post-pouring belt, a pre-embedded connecting piece or a prefabricated splicing method.

[0006] Under the great pressure of integrated pouring of concrete, the steel reinforcement and the cold-bent type steel wall are prone to slip, deformation or local crushing, and the arrangement, fixing method and end anchoring of the steel reinforcement in the type steel cavity are extremely important to maximize the synergistic performance of the steel reinforcement, the type steel and the concrete, especially the stress transmission efficiency and ductility under strong earthquakes.

[0007] Therefore, the present application provides a type steel shear wall structure house system to improve the stability of the steel reinforcement in the type steel cavity during pouring. SUMMARY

[0008] One of the purposes of the present application is to provide a prefabricated house type steel shear wall structure, which is integrally formed with the house foundation through the type steel shear wall, the cold-bent type steel penetrates the steel bar, and the structural stability under concrete pouring or strong earthquake is improved.

[0009] To achieve the above purpose, the present application is implemented by the following technical scheme: a prefabricated house type steel shear wall structure, which comprises a floor area for constituting a bottom surface and a shear wall area connected to the bottom surface, and when casting, the floor area and the shear wall area are integrally cast after being connected, and both the floor area and the shear wall area contain prefabricated parts for constituting the main body, the prefabricated parts are provided with a reinforced steel mesh and / or an integral plate on the outer side, and the prefabricated parts comprise a frame and steel bars arranged in a cross shape inside the frame, and a connecting piece is arranged at the intersection position of the steel bars for limiting the displacement between the steel bars. The frame is provided with a pouring opening and a plurality of through holes, the steel bars pass through the through holes and are in a bent state at the outermost side of the frame, the frame is hollow, and a limiting piece is arranged inside the frame and contacts the steel bars and the frame.

[0010] Further, a sinking groove is arranged at the through hole of the bent part of the steel bar, a sleeve is arranged inside the sinking groove, the sleeve is clamped in the sinking groove, the steel bar passes through the sleeve, the connecting piece is arranged inside the frame and connects the two steel bars at the intersection position, and the connecting piece limits the vertical movement of the transverse steel bar and sets the horizontal movement of the vertical steel bar.

[0011] Further, a pull plate is arranged at the bent position of the two ends of the steel bar, the pull plate connects the bent positions of the two ends of the steel bar, and the bending load of the pull plate is smaller than the bending load of the frame and the bending load of the steel bar.

[0012] Further, the limiting piece comprises a support seat connected to the frame and a limiting plate installed inside the support seat, the limiting plate is arranged in an arc shape, an extension rod is arranged at the end of the support seat close to the reinforced steel mesh, the extension rod is inserted into the inside of the reinforced steel mesh, and the support seat is installed at the position where the reinforced steel mesh is distributed.

[0013] Further, the limiting plate is inserted into the inside of the support seat, the support seat is provided with a first insertion slot and a second insertion slot for installing the limiting plate, the bending directions of the first insertion slot and the second insertion slot are opposite, so that the limiting plate can be respectively inserted into the first insertion slot or the second insertion slot, when the limiting plate is inserted into the first insertion slot, the limiting plate generates a first direction supporting force for the displacement of the steel bar, and when the limiting plate is inserted into the second insertion slot, the limiting plate generates a second direction supporting force opposite to the first direction for the displacement of the steel bar.

[0014] Further, a positioning hole is arranged in the middle part of the limiting plate and the middle part of the connecting piece, and a clamping plate contacting the steel bar is arranged on the inner wall of the positioning hole. The positioning hole and the through hole are aligned in the same horizontal plane or vertical plane.

[0015] Further, the clamping plate is in a retracted state when the reinforcing bar does not penetrate into the positioning hole, and the intermediate gap formed by the clamping plate is smaller than the diameter of the reinforcing bar, so that the reinforcing bar penetrates into the positioning hole to expand the clamping plate.

[0016] Further, the clamping plate is arranged on the inner wall of the positioning hole and matches the outer contour of the reinforcing bar, the reinforcing bar penetrates through the clamping plate after the contour of the reinforcing bar matches the clamping plate, and the contour of the reinforcing bar is misaligned with the inner side of the clamping plate after the reinforcing bar rotates, thereby limiting the reinforcing bar.

[0017] Further, the perforations are arranged in pairs, that is, two perforations are matched to position the curved positions of the two ends of the reinforcing bar, the sinking grooves are arranged at the perforations and clamped with the sleeve, the sinking grooves are arranged in an inclined manner, the inner side of the sinking grooves is provided with sliding plates, the two ends of the sliding plates are respectively in contact with the two sides of the curved positions of the reinforcing bar, and the sliding plates are in a curved state in the initial state and are stretched to change into straight plates after being extruded by the sleeve.

[0018] Further, the frame is provided with a rib plate inside, the rib plate is fixed inside the frame, and the rib plate is arranged on the two sides of the support seat and in contact with the support seat, the rib plate is arranged in an inclined manner, and the rib plate is first extruded to return to the normal position when the support seat slides, and the rib plates abut against each other in the returning process.

[0019] Through the above technical scheme, the present application has the following beneficial effects: 1. The stability of the reinforcing bar and the frame is enhanced to ensure the strength of the prefabricated part after the prefabricated part is composed of the floor area and the shear wall area, so that the reinforcing bar and the cold-formed steel do not slip, deform or locally crush during pouring, and the cooperative working performance between the reinforcing bar, the cold-formed steel and the concrete is maximized.

[0020] 2. The reinforcing bar is bent at the two end positions and connected with the cold-formed steel, and the reinforcing bar is positioned to avoid displacement, thereby greatly improving the anchoring strength and pull-out resistance of the reinforcing bar and ensuring that the earthquake force can be effectively transmitted from the reinforcing bar to the steel and the core concrete.

[0021] 3. The two ends of the bent reinforcing bar are pulled through the arrangement of the pull plate, the pull plate is bent under the pressure of the concrete during pouring, the bending of the pull plate is used to further enhance the stability of the two ends of the reinforcing bar, avoid displacement of the reinforcing bar, and improve the stability of the prefabricated part during concrete pouring.

[0022] 4. The clamping plate and the sliding plate are used to limit the reinforcing bar at different positions, so that the reinforcing bar can be stably supported in the impact direction after penetrating into the frame, and the direction of the prefabricated part can be adjusted according to the flow state of the concrete during pouring, thereby avoiding slippage during concrete pouring.

[0023] Additional features and advantages of the present application will be set forth in the description that follows, and in part will be apparent from the description, or can be learned by practice of the application. The objectives and other advantages of the present application will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings. BRIEF DESCRIPTION OF DRAWINGS

[0024] Figure 1 Schematic diagram of the house system of the present application; Figure 2 Schematic diagram of the prefabricated part of the present application; Figure 3 Exploded view of the prefabricated part of the present application; Figure 4 Schematic diagram of the connection between the steel bar and the connecting piece of the present application; Figure 5 Schematic diagram of the connecting piece of the present application; Figure 6 Schematic diagram of the local structure of the cold-formed steel of the present application; Figure 7 Schematic diagram of the limiting piece structure of the present application; Figure 8 Exploded view of the limiting piece structure of the present application; Figure 9 Perspective view of the support seat structure of the present application; Figure 10 Schematic diagram of the positioning hole structure of the present application; Figure 11 Schematic diagram of the rib plate structure of the present application; Figure 12 Schematic diagram of the sinking groove structure of the present application; Figure 13 Sectional view of the sinking groove of the present application; Figure 14 Schematic diagram of the sliding plate structure of the present application; Figure 15 Schematic diagram of the connection structure between the pull plate and the steel bar of the present application.

[0025] In the figure: 1 floor area, 2 shear wall area, 3 prefabricated part, 4 reinforced steel mesh, 5 integrated plate; 31 frame, 32 steel bar, 33 connecting piece, 34 perforation, 35 pouring opening, 36 screw, 37 bolt, 38 sinking groove, 39 limiting piece; 61 pull plate, 62 sleeve, 63 limiting plate, 64 extension rod, 65A first insertion slot, 65B second insertion slot, 67 positioning hole, 68 clamping plate, 69 sliding plate, 610 protrusion, 611 inner recess, 612 rib plate, 613 support seat. DETAILED DESCRIPTION

[0026] The embodiments of the present application will be described below with reference to the accompanying drawings. Numerous specific details will be set forth in the following description in order to provide a thorough understanding of the present application. However, it will be appreciated that these specific details are not intended to limit the present application. Rather, they are included merely for the purposes of explanation. In other instances, well-known methods, procedures, components, and circuits have not been described in detail so as not to unnecessarily obscure aspects of the present application.

[0027] Unless otherwise defined, all terms (including technical and scientific terms) used herein have the same meaning as commonly understood by one of ordinary skill in the art. Further, the terms specified in the above-mentioned dictionaries are interpreted in the present specification in accordance with the meanings consistent with the field of the present application. Unless specifically defined, these terms are not to be interpreted as idealized or overly formal concepts.

[0028] The following explains the relationships and terms used in the present application: Parallel: The parallel defined in the present application is not limited to absolute parallel. The definition of parallel can be understood as substantially parallel, allowing for a situation that is not absolutely parallel due to factors such as assembly tolerance, design tolerance, and structural flatness. A small angular error range, for example, an assembly error range of 10 degrees or less, can be understood as a parallel relationship.

[0029] Perpendicular: The perpendicular defined in the present application is not limited to an absolutely perpendicular intersection (an angle of 90 degrees). It allows for a situation that is not absolutely perpendicular due to factors such as assembly tolerance, design tolerance, and structural flatness. A small angular error range, for example, an assembly error range of 80 to 100 degrees, can be understood as a perpendicular relationship.

[0030] Ground: The ground defined in the present application is not limited to a ground of a certain material or region. It only represents a platform for carrying the present application, and allows for stacking, tilting, and flatness changes. For example, a cement ground, a tile ground, a work platform, etc. can be interpreted as a ground.

[0031] Vertical and horizontal: The vertical and horizontal defined in the present application are not limited to being parallel to the ground as horizontal and perpendicular to the ground as vertical. They only represent the relationship between vertical and horizontal, i.e. the cross-shaped arrangement of steel bars also represents vertical and horizontal, the displacement of steel bars also represents vertical and horizontal, the cross-shaped arrangement of steel bars also represents vertical and horizontal, and the displacement of steel bars also represents vertical and horizontal. They are only used to represent the cross state of two steel bars.

[0032] The above explanations are not completely included in the relationship definitions given in the present application, but only represent part of the present application.

[0033] First embodiment Referring to Figures 1-5 As shown in the drawings, the first embodiment of the present application provides a fabricated house type steel shear wall structure, which comprises a floor area 1 for constituting a bottom surface and a shear wall area 2 connected to the bottom surface, and the floor area 1 and the shear wall area 2 are integrally cast into shape after being connected during casting.

[0034] The floor area 1 and the shear wall area 2 each comprise a prefabricated part 3 for constituting a main body, the prefabricated part 3 is provided with a reinforced steel mesh 4 and / or an integral plate 5 on the outside, the prefabricated part 3 comprises a type steel constituting a frame 31 and a steel bar 32 arranged in a cross shape inside the frame 31, and a connecting piece 33 is arranged at the cross position of the steel bars 32 for limiting the position between the steel bars 32.

[0035] In addition, the frame 31 is provided with a pouring opening 35 and a plurality of through holes 34, the steel bars 32 pass through the through holes 34, and when the floor area 1 and the shear wall area 2 are spliced, the concrete flows along the pouring opening 35 to the floor area 1 and the shear wall area 2.

[0036] The reinforced steel mesh 4 is a metal expansion mesh, which is fixed to the outside of the frame 31 by screws 36, and is arranged to be disassembled, that is, it remains inside the building after pouring is completed. The integral plate 5 is fixed to the outside of the frame 31 by bolts 37.

[0037] In a further embodiment of the first embodiment, the steel bars 32 are in a bent state at the outermost side of the frame 31, and during pouring, the bent ends of the steel bars 32 cooperate with the connecting pieces 33 to form a limit for the steel bars 32, so as to avoid position deviation of the steel bars 32.

[0038] In addition, the through holes 34 at the bent positions of the steel bars 32 are provided with sunken grooves 38, that is, when the steel bars 32 pass through the through holes 34 and are bent, they will not protrude an additional part.

[0039] In addition, the steel bars 32 at the intersection positions of the two prefabricated parts 3 that form an included angle extend outward after passing through the through holes 34 and are bent and buckled at the intersection positions, and the steel bars 32 and the buckled steel bars 32 form a limit between each other.

[0040] The sunken grooves 38 at the through holes 34 ensure the edge state of the frame 31, that is, when the frames 31 are spliced, the steel bars 32 are located inside the frame 31 without protruding outward, which can ensure the splicing effect between the frames 31, and when the frames 31 are spliced in a staggered manner, the steel bars 32 extend to the inside of another frame 31 and are connected with the steel bars 32 inside.

[0041] In a further embodiment of the first embodiment, the connecting pieces 33 are located inside the frame 31 and connect the two steel bars 32 at the cross position, and the connecting pieces 33 form a limit for the vertical movement of the transverse steel bars 32 and a limit for the horizontal movement of the vertical steel bars 32.

[0042] Due to the great concrete pressure of the integrated pouring, in order to ensure the position stability of the steel bars 32 inside the frame 31 and avoid displacement, the connecting pieces 33 are used to limit the cross position of the steel bars 32, so as to ensure that the position of the steel bars 32 is always in a relatively stable state, and avoid the situation that the building strength is uneven after pouring due to the slippage of the steel bars 32.

[0043] In the first embodiment, the connecting piece 33 is provided as a binding wire, that is, the binding wire is used to fix the cross position of the steel bars 32, so as to keep the stability of the steel bars 32.

[0044] In the second embodiment of the first embodiment, the connecting piece 33 is a buckling plate, the buckling plate is provided with a through hole 34 matched with the installation direction of the steel bars 32, the surface of the steel bars 32 is in contact with the inner wall of the through hole 34, and the connecting piece 33 is reserved inside the building after pouring.

[0045] In a further embodiment of the first embodiment, the steel bars 32 are located outside the section steel, that is, the section steel does not wrap the steel bars 32.

[0046] Second embodiment Referring to Figures 6-15 The second embodiment of the present application provides a fabricated house section steel shear wall structure, which comprises a floor area 1 for constituting a bottom surface and a shear wall area 2 connected to the bottom surface, and when casting, the floor area 1 and the shear wall area 2 are integrally cast after being connected, the floor area 1 and the shear wall area 2 both contain prefabricated parts 3 for constituting a main body, the prefabricated parts 3 are provided with a reinforced steel mesh 4 and / or an integral plate 5 outside, the prefabricated parts 3 include section steels constituting a frame 31 and steel bars 32 arranged in cross at the inside of the frame 31, the connecting pieces 33 are arranged at the cross position of the steel bars 32 for limiting between the steel bars 32, the frame 31 is provided with a pouring port 35 and a through hole 34, and the steel bars 32 pass through the through hole 34. Since the structure is the same as that of the first embodiment, the effects will not be described in detail.

[0047] Among them, the steel bars 32 are in a curved state at the outermost through hole 34 of the frame 31 and are inserted into the inside of the frame 31, part of the steel bars 32 are wrapped in the section steel constituting the outer frame 31, and the outer frame 31 is hollow and internally provided with a limiting piece 39, which contacts the steel bars 32 and the frame 31.

[0048] In a further embodiment of the second embodiment, the steel bars 32 are provided with a pull plate 61 at the curved position of both ends, the pull plate 61 connects the curved positions of both ends of the steel bars 32, and the bending load of the pull plate 61 is smaller than the bending load of the frame 31 and the bending load of the steel bars 32, so that the pull plate 61 will be bent first under the influence of the concrete during pouring.

[0049] Since the bending strength of the steel bars 32 and the bending strength of the frame 31 are both greater than the bending strength of the pull plate 61, in the process of concrete pouring, the pull plate 61 will first produce deformation, and when the pull plate 61 produces deformation, the two ends of the steel bars 32 will be pulled to bear stress, further increasing the stability of the steel bars 32 and avoiding the steel bars 32 from producing slippage and bending.

[0050] In addition, the perforations 34 at the bending position of the steel bars 32 are provided with the sinking grooves 38, and the inner side of the sinking grooves 38 is provided with the sleeve 62 which is clamped in the sinking grooves 38, and the steel bars 32 pass through the sleeve 62, further increasing the strength of the sinking grooves 38 and making the sinking grooves 38 more stable when the steel bars 32 bear stress.

[0051] In a further embodiment of the second embodiment, the limiting piece 39 comprises the support seat 613 connected with the frame 31 and the limiting plate 63 installed in the inner side of the support seat 613, and the limiting plate 63 is provided in an arc shape.

[0052] The support seat 613 is used to ensure the stability of the connection between the limiting piece 39 and the frame 31 and avoid the limiting piece 39 from producing slippage, and the arc-shaped limiting plate 63 is positioned by the setting of the positioning hole 67, increasing the support of the arc-shaped plate on the steel bars 32 in one direction and ensuring that the steel bars 32 in this direction will not appear obvious displacement.

[0053] In order to further ensure the stability of the support seat 613, the support seat 613 is provided with the extension rod 64 close to the end of the reinforced steel mesh 4, and the extension rod 64 is inserted into the reinforced steel mesh 4, and further, in order to ensure that the reinforced steel mesh 4 will not be damaged, the support seat 613 is installed at the position of the distributed ribs of the reinforced steel mesh 4.

[0054] When the reinforced steel mesh 4 is arranged on one side of the frame 31, the support seat 613 has the extension rod 64 extending to the inside of the reinforced steel mesh 4, and the extension rod 64 is inserted into the reinforced steel mesh 4, and when the support seat 613 is pushed by external force, one side is limited and the other side slightly tilts, avoiding the displacement of the support seat 613; when the reinforced steel mesh 4 is arranged on both sides of the frame 31, the support seat 613 has the extension rod 64 extending to the inside of the reinforced steel mesh 4 on both sides, and the extension rod 64 is inserted into the reinforced steel mesh 4, and when the support seat 613 is pushed by external force, both sides are limited to ensure the stability of the support seat 613.

[0055] In addition, the limiting plate 63 is inserted into the support seat 613, the support seat 613 is provided with a first slot 65A and a second slot 65B for installing the limiting plate 63, the first slot 65A and the second slot 65B are curved in opposite directions, so that the limiting plate 63 can be inserted into the first slot 65A or the second slot 65B, respectively, when the limiting plate 63 is inserted into the first slot 65A, the limiting plate 63 provides a first direction supporting force to the displacement of the steel bar; when the limiting plate 63 is inserted into the second slot 65B, the limiting plate 63 provides a second direction supporting force to the displacement of the steel bar, which is opposite to the first direction.

[0056] The first slot 65A is curved to the inside of the support seat, so that the limiting plate 63 inserted into the first slot provides resistance when the steel bar is displaced outwardly; the second slot 65B is curved in the opposite direction, so that the limiting plate 63 inserted into the second slot provides resistance when the steel bar is displaced inwardly.

[0057] In a further embodiment of the second embodiment, a positioning hole 67 is provided in the middle of the limiting plate 63 and the middle of the connecting piece 33, a clamping plate 68 is arranged on the inner wall of the positioning hole 67 and contacts the steel bar 32, the clamping plate 68 is inclined to extend, when the prefabricated part 3 is made, the steel bar 32 penetrates into the through hole 34 and pushes the clamping plate 68 to bend and incline.

[0058] When the steel bar 32 does not penetrate into the inside of the positioning hole 67, the clamping plate 68 is in a folded state, at this time, the intermediate gap formed by the clamping plate 68 is smaller than the diameter of the steel bar 32, the steel bar 32 penetrates into the inside of the positioning hole 67 to expand the clamping plate 68, and due to the rigidity of the clamping plate 68 itself, the clamping plate 68 tightly contacts the outer surface of the steel bar 32 to form a stable supporting force with the steel bar 32. In another embodiment, a clamping plate 68 matching the outer contour of the steel bar 32 is arranged on the inner wall of the positioning hole 67, the steel bar 32 penetrates through the clamping plate 68 after the contour of the steel bar 32 matches the clamping plate 68, and after the steel bar 32 rotates, the contour of the steel bar 32 is misaligned with the inner side of the clamping plate 68 to limit the steel bar 32.

[0059] Due to the ribs on the surface of the steel bar 32, the cross-sectional contour of the steel bar 32 is not circular, a clamping plate 68 matching the cross-sectional contour of the steel bar 32 is arranged, the steel bar 32 is rotated to the designated position after penetrating, the clamping plate 68 contacts the ribs of the steel bar 32 and limits the steel bar 32 through the ribs to ensure the stability of the steel bar 32.

[0060] In the further implementation of the second embodiment, the perforations 34 are arranged in pairs, that is, two perforations 34 are matched to locate the bending positions of the two ends of the reinforcing steel bars 32, the sinking grooves 38 are located at the perforations 34 and clamped with the sleeves 62, and the sinking grooves 38 are arranged in an inclined manner, and the inner sides of the sinking grooves 38 are provided with sliding plates 69, the two ends of the sliding plates 69 are respectively in contact with the two sides of the bending positions of the reinforcing steel bars 32, and the sliding plates 69 are in a bent state in the initial state, and are extended and changed into straight plates after being extruded by the sleeves 62.

[0061] In the initial bent state of the sliding plates 69, the two side edge positions of the sliding plates 69 cannot stably contact the surface of the reinforcing steel bars 32, after the reinforcing steel bars 32 are bent, the sleeves 62 are extruded, the sleeves 62 extrude the sliding plates 69, the sliding plates 69 are changed from the bent state to the straight plates, and the two ends of the sliding plates 69 are in contact with the surface of the reinforcing steel bars 32 in the extended state and form a forceful support for the reinforcing steel bars 32, so as to avoid the slippage of the reinforcing steel bars 32.

[0062] Further, the two ends of the sliding plates 69 are arc edges, the reinforcing steel bars 32 are limited, and the position stability of the reinforcing steel bars 32 is ensured.

[0063] In addition, the two sides of the sliding plates 69 extend outward to form protrusions 610, the sinking grooves 38 are correspondingly provided with inner recesses 611 at the positions of the protrusions 610, the inner recesses 611 of the sinking grooves 38 are matched with the protrusions 610 to limit the movement position of the sliding plates 69 when the sliding plates 69 are matched with the sinking grooves 38, and the extended state of the sliding plates 69 to the two sides is ensured to be stable when the sleeves 62 extrude the sliding plates 69 to move, so as to avoid the problem that one end of the sliding plates 69 contacts the reinforcing steel bars 32 and the other end does not contact the reinforcing steel bars 32.

[0064] In the further implementation of the second embodiment, the inner side of the frame 31 is provided with a rib plate 612, the rib plate 612 is fixed to the inner side of the frame 31, the rib plate 612 is located on the two sides of the support seat 613 and contacts the support seat 613, the rib plate 612 is arranged in an inclined manner, and the rib plate 612 is first extruded to be righted when the support seat 613 slides, and the rib plates 612 abut against each other in the righting process.

[0065] The two adjacent rib plates form ∧ or ∨ and generate a gap therebetween, the rib plates are extruded when the support seat moves, the rib plates are changed from ∧ or ∨ to a transition, the gap gradually reduces in the transition process, and the rib plates abut against each other.

[0066] When the support seat 613 slides to extrude the rib plates 612, the rib plates 612 are righted from the originally inclined and separated arrangement, the two side-separated rib plates 612 abut against each other in the righting process, the rib plates 612 form a support for the profile steel in the abutting state, and the stability of the profile steel is ensured.

[0067] In addition, when the profile steel side is impacted, the inner collapse is generated, and at this time, since the rib plate 612 is arranged on the upper and lower sides of the support base 613, the rib plate 612 increases the extrusion degree of the support base 613 during the inner collapse, further limits the stability of the support base 613, guarantees the stability of the steel bar 32 through the support base 613, the steel bar 32 is combined with the profile steel, and the stability and strength of the prefabricated part 3 are further enhanced.

[0068] In summary, the technical scheme disclosed in the above embodiment of the application has at least the following advantages: The stability of the steel bar and the frame is enhanced to guarantee the strength of the prefabricated part after the prefabricated part is combined with the floor slab area and the shear wall area, so that the steel bar and the cold-bending profile steel do not slip, deform or locally collapse during pouring, and the cooperative working performance among the steel bar, the cold-bending profile steel and the concrete is maximized.

[0069] The steel bar is bent at the two end positions and connected with the cold-bending profile steel, and the steel bar is positioned to avoid position deviation, so that the anchoring strength and the pull-out resistance of the steel bar are greatly improved, and the earthquake force can be effectively transmitted from the steel bar to the profile steel and the core concrete.

[0070] The two ends of the bent steel bar are pulled through the arrangement of the pull plate, and during pouring, the concrete pressure makes the pull plate bend, and the bending of the pull plate is used to further enhance the stability of the two ends of the steel bar, avoid the deviation of the steel bar, and improve the stability of the prefabricated part during concrete pouring.

[0071] The pull plate and the slide plate are used to limit the steel bar at different positions, so that the steel bar can be guaranteed to have additional stability after being inserted into the frame, and the direction of the prefabricated part can be adjusted according to the flow state during concrete pouring, so that the steel bar is stably supported in the impact direction, and the slip during concrete pouring is avoided.

[0072] Although the application is disclosed in combination with the above embodiments, it is not intended to limit the application, and any person skilled in the art can make various modifications and decorations without departing from the spirit and scope of the application, therefore, the protection scope of the application should be defined by the appended claims.

Claims

1. A fabricated house steel shear wall structure, comprising a floor area (1) for constituting a base surface and a shear wall area (2) connecting the base surface, the floor area (1) and the shear wall area (2) being integrally cast into shape after being connected when casting, characterized in that, The floor area (1) and the shear wall area (2) both comprise prefabricated parts (3) for constituting the main body, the prefabricated parts (3) are provided with a reinforced steel mesh (4) and / or an integral plate (5) on the outer side, the prefabricated parts (3) comprise a frame (31) and steel bars (32) arranged in the frame (31) in a cross manner, and connecting pieces (33) are arranged at the cross positions of the steel bars (32) for limiting the positions of the steel bars (32); The frame (31) is provided with pouring openings (35) and a plurality of through holes (34), the steel bars (32) pass through the through holes (34) and are in a bent state at the outermost side of the frame (31), the frame (31) is hollow, and a limiting piece (39) is arranged in the frame (31) and contacts the steel bars (32).

2. The fabricated house steel shear wall structure according to claim 1, wherein, The through hole (34) at the bent position of the steel bar (32) is provided with a sinking groove (38), a sleeve (62) is arranged in the inner side of the sinking groove (38), the sleeve (62) is clamped in the sinking groove (38), the steel bar (32) passes through the sleeve (62), the connecting piece (33) is arranged in the inner side of the frame (31) and connects two steel bars (32) at the cross positions, and the connecting piece (33) limits the vertical movement of the transverse steel bar (32) and sets the horizontal movement of the vertical steel bar (32).

3. The fabricated house steel shear wall structure according to claim 2, characterized in that, The two ends of the steel bar (32) are provided with pull plates (61) in a bent position, the pull plates (61) are connected to the two ends of the steel bar (32) in the bent position, and the bending load of the pull plates (61) is smaller than the bending load of the frame (31) and the bending load of the steel bar (32).

4. The fabricated house steel shear wall structure according to claim 3, characterized in that, The limiting piece (39) comprises a support seat (613) connected with the frame (31) and a limiting plate (63) mounted in the inner side of the support seat (613), the limiting plate (63) is arranged in an arc shape, the support seat (613) is provided with an extension rod (64) close to the end of the reinforced steel mesh (4), the extension rod (64) is inserted into the inner side of the reinforced steel mesh (4), and the support seat (613) is mounted at the position where the reinforced steel mesh (4) is distributed.

5. The fabricated house steel shear wall structure according to claim 4, wherein, The limiting plate (63) is inserted into the inner side of the support seat (613), the support seat (613) is provided with a first insertion slot (65A) and a second insertion slot (65B) for mounting the limiting plate (63), the bending directions of the first insertion slot (65A) and the second insertion slot (65B) are opposite, so that the limiting plate (63) can be respectively inserted into the first insertion slot (65A) or the second insertion slot (65B), when the limiting plate (63) is inserted into the first insertion slot (65A), the limiting plate (63) generates a first direction supporting force for the displacement of the steel bar, and when the limiting plate (63) is inserted into the second insertion slot (65B), the limiting plate (63) generates a second direction supporting force opposite to the first direction for the displacement of the steel bar.

6. The fabricated house steel shear wall structure according to claim 5, wherein, Positioning holes (67) are arranged in the middle of the limiting plate (63) and the middle of the connecting piece (33), and the inner wall of the positioning hole (67) is provided with a clamping plate (68) contacting the steel bar (32); The positioning holes (67) and the through holes (34) are aligned in the same horizontal plane or vertical plane.

7. The fabricated house steel shear wall structure according to claim 6, wherein, When the reinforcing steel bar (32) is not inserted into the positioning hole (67), the clamping plate (68) is in a retracted state, and the intermediate gap formed by the clamping plate (68) is smaller than the diameter of the reinforcing steel bar (32). When the reinforcing steel bar (32) is inserted into the positioning hole (67), the clamping plate (68) is expanded.

8. The fabricated house steel shear wall structure according to claim 6, wherein, The clamping plate (68) is arranged on the inner wall of the positioning hole (67) and matches the outer contour of the reinforcing steel bar (32). The reinforcing steel bar (32) passes through the clamping plate (68) after the contour of the reinforcing steel bar (32) matches the clamping plate (68). After the reinforcing steel bar (32) rotates, the contour of the reinforcing steel bar (32) is misaligned with the inner side of the clamping plate (68), thereby limiting the reinforcing steel bar (32).

9. The fabricated house steel shear wall structure according to claim 6, wherein, The perforations (34) are arranged in pairs, that is, two perforations (34) are matched to position the curved positions of the two ends of the reinforcing steel bar (32). The sinking groove (38) is located at the perforation (34) and clamps the sleeve (62). The sinking groove (38) is arranged obliquely, and the inner side of the sinking groove (38) is provided with a sliding plate (69). The two ends of the sliding plate (69) respectively contact the two sides of the curved position of the reinforcing steel bar (32). The initial state of the sliding plate (69) is curved, and the sliding plate (69) is stretched and changes into a straight plate after being pressed by the sleeve (62).

10. The fabricated house steel shear wall structure according to any one of claims 7-9, characterized in that, The inner side of the frame (31) is provided with a rib plate (612). The rib plate (612) is fixed in the frame (31) and located on both sides of the support seat (613) and contacts the support seat (613). The rib plate (612) is arranged obliquely. When the support seat (613) slides, the rib plate (612) is first pressed to return to the normal position. The rib plates (612) abut against each other during the returning process.

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