Prefabricated shear wall component positioning and installation system and method

Abstract

The application discloses a kind of assembled shear wall component positioning installation system and method, system includes the reinforcing bar frame being located at the top of lower shear wall component, triangular frame is arranged in parallel and interval at the side of layer shear wall component to be installed;Triangular frame is equipped with connecting support pole;By using the position of the hanging nail on lower shear wall component to set reinforcing bar frame, the position of electrical wiring reserved hole and embedded bolt is positioned, to ensure the accuracy of line pipe and bolt embedding;Using the positioning groove on triangular frame controls the installation track of layer shear wall component to be installed, to make the connection between layer shear wall component to be installed and the reinforcing bar between the top of lower shear wall component accurate;Using connecting support pole to assist the installation of layer shear wall component to be installed and lower shear wall component, avoid the shaking in the process of shear wall and base reinforcing bar connection positioning, improve the assembly efficiency of shear wall.

Description

TECHNICAL FIELD

[0001] The present application belongs to the technical field of building engineering, and more particularly to a positioning and installation system and method for a fabricated shear wall component. BACKGROUND

[0002] A fabricated shear wall is a wall that mainly bears horizontal loads and vertical loads (gravity) caused by wind load or earthquake action in a building or structure, is generally made of reinforced concrete, and is increasingly widely used in residential buildings. With the continuous updating of fabricated building construction technology and the continuous improvement of technical level, residents have increasingly high requirements for the size and appearance quality of fabricated building components during production, and also have increasingly strict requirements for the positioning accuracy of the components during installation.

[0003] When the existing fabricated shear wall to be installed layer and the lower layer are connected, a tower crane is usually used to hoist the shear wall, and then the shear wall is hoisted to the upper side of the base and connected with the reinforcement of the base. However, this connection positioning method mainly relies on the experience of technical personnel for positioning and installation, which is prone to cause the shear wall to shake, and it is difficult to quickly position and connect the shear wall and the base reinforcement. This method has difficulties in positioning, reinforcing, and adjusting the horizontal and vertical degree of the shear wall, and has a large amount of work, which leads to poor control of construction progress, causes great trouble to subsequent construction, and affects the assembly efficiency of the shear wall. Therefore, there is an urgent need to invent a simple and effective method for quickly positioning a fabricated shear wall to improve the construction quality and efficiency of the fabricated shear wall installation positioning. SUMMARY

[0004] In view of the above defects or improvement needs of the prior art, the present application provides a positioning and installation system and method for a fabricated shear wall component. The position of the electrical wiring reserved hole and the embedded bolt on the shear wall component to be installed layer is positioned by setting a reinforcement frame using the position of the lifting pin on the lower shear wall component, to ensure the accuracy of the line pipe and bolt embedding. The positioning slot on the tripod is used to control the installation trajectory of the shear wall component to be installed layer, to ensure the accurate connection between the shear wall component to be installed layer and the top reinforcing bar of the lower shear wall component. The connecting support rod is used to assist the installation of the shear wall component to be installed layer and the lower shear wall component, to solve the problem of shaking of the shear wall and the reinforcing bar connection positioning of the base during the current hoisting process, and to improve the assembly efficiency of the shear wall.

[0005] In order to achieve the above-mentioned purpose, one aspect of the present application provides a positioning and installation system for fabricated shear wall components, comprising a reinforcing frame arranged on the top of a lower shear wall component for positioning the electrical wiring reserved hole and embedded bolt on the bottom of a shear wall component to be installed, and a triangular frame arranged on the side of the shear wall component to be installed for assisting the quick and accurate alignment between the shear wall component to be installed and the reinforcing bar on the top of the lower shear wall component; a connecting support rod is arranged on the triangular frame.

[0006] The position of the electrical wiring reserved hole and embedded bolt on the shear wall component to be installed is positioned by setting the reinforcing frame according to the position of the hanging nail on the lower shear wall component, thereby ensuring the accuracy of the embedded bolt and pipe; the triangular frame is used to control the installation track of the shear wall component to be installed, so that the connection between the shear wall component to be installed and the reinforcing bar on the top of the lower shear wall component is accurate; the connecting support rod is used to assist the installation of the shear wall component to be installed and the lower shear wall component, thereby avoiding the shaking of the shear wall and the reinforcing bar during the connection and positioning process, and improving the assembly efficiency of the shear wall.

[0007] Further, the reinforcing frame comprises a horizontal connecting member, a hanging nail positioning member arranged on the horizontal connecting member, an electrical wiring hole positioning member, and an embedded bolt positioning member.

[0008] Further, the triangular frame is connected with the embedded bolt on the top of the lower shear wall component.

[0009] The number of the triangular frames is the same as the number of the embedded bolt positioning members.

[0010] Further, the triangular frame comprises a horizontal positioning plate, a vertical positioning plate arranged vertically on one end of the horizontal positioning plate, a bolt hole arranged on the horizontal positioning plate and connected with the embedded bolt on the top of the lower shear wall component, and a positioning groove arranged on the vertical positioning plate.

[0011] The end of the fixing bolt passes through the positioning groove and is connected with the embedded member on the shear wall component to be installed, and the head of the fixing bolt is clamped on the side of the positioning groove away from the embedded member, and can slide up and down along the positioning groove.

[0012] Further, the horizontal connecting member comprises a first horizontal connecting steel bar and a second horizontal connecting steel bar arranged horizontally and spaced apart.

[0013] The first horizontal connecting steel bar and the second horizontal connecting steel bar are fixed by a plurality of frame body fixing steel bars arranged horizontally and spaced apart.

[0014] Further, the hanging bolt positioning members are vertically downward arranged at both ends of the transverse connecting members, including vertical connecting steel bars arranged at the same end side of the first and second transverse connecting steel bars and hanging rod positioning rods arranged at the side of the vertical connecting steel bars.

[0015] The interval between the two hanging rod positioning rods is the same as the interval between the outer edges of the two hanging bolts at the top of the lower shear wall component.

[0016] Further, the electrical wiring hole positioning member includes first and second wiring hole positioning bars arranged in parallel and spaced apart on the first and second transverse connecting steel bars.

[0017] The interval between the first and second wiring hole positioning bars is adapted to the size of the electrical wiring reserved hole at the bottom of the shear wall component to be installed.

[0018] Further, the embedded bolt positioning member includes first and second embedded bolt positioning bars arranged in parallel and spaced apart.

[0019] The interval between the first and second embedded bolt positioning bars is adapted to the diameter of the embedded bolt.

[0020] Further, the connecting support rod includes a pressing buckle arranged on the vertical positioning plate, a connecting ear plate arranged on the fixing bolt, a fixing ear vertically arranged on the connecting ear plate, and a connecting rod arranged between the two fixing ears.

[0021] The pressing buckle is a U-shaped plate structure, which is installed between the bottom of the positioning groove and the top of the supporting inclined rod.

[0022] The bottom of the connecting ear plate is arranged inside the pressing buckle.

[0023] The second aspect of the present application provides a positioning method for a standard shear wall component of a fabricated house, which is realized by using the positioning system for a standard shear wall component of a fabricated house, and includes the following steps:

[0024] S1: determining the positions of the electrical wiring reserved hole at the bottom of the shear wall component to be installed, the hanging bolt at the top of the lower shear wall component, and the embedded bolt; and manufacturing a steel frame with corresponding size specifications according to the positions of the electrical wiring reserved hole at the bottom of the shear wall component to be installed, the hanging bolt at the top of the lower shear wall component, and the embedded bolt.

[0025] S2: fixing the steel frame at the top of the lower shear wall component according to the position of the hanging bolt at the top of the lower shear wall component.

[0026] S3: determining the accurate positions of the electrical wiring pipes and embedded bolts on the layer shear wall component to be installed according to the reinforcement frame, and fixing the electrical wiring pipes on the electrical wiring hole positioning member and the embedded bolts on the embedded bolt positioning member;

[0027] S4: sequentially installing the laminated slab, binding the reinforcement, and pouring the cast-in-place concrete to the preset elevation above the reinforcement frame;

[0028] S5: after the concrete reaches the preset strength, installing the tripod according to the positions of the embedded bolts;

[0029] S6: hoisting the layer shear wall component to be installed, and when the layer shear wall component to be installed is 1 meter away from the top of the lower layer shear wall component, connecting the fixed bolt passing through the positioning slot on the triangular frame with the embedded part on the layer shear wall component to be installed to realize the connection between the layer shear wall component to be installed and the triangular frame;

[0030] S7: installing the connecting support rod on the two fixed bolts, and controlling and assisting the installation of the wall body during the positioning of the layer shear wall component to be installed, so that the wall body can be slowly lowered along the track of the positioning slot and quickly connected with the embedded reinforcement on the top of the lower layer shear wall component;

[0031] S8: after the layer shear wall component to be installed is positioned, connecting and fastening the layer shear wall component to be installed and the triangular frame by driving the triangular wedge between the inner wall of the compression buckle and the connecting lug plate, and completing the construction of the layer shear wall component to be installed;

[0032] S9: repeating steps S1-S8 to continue the construction of the next layer shear wall component.

[0033] Overall, compared with the prior art, the above technical solutions conceived by the present application can achieve the following beneficial effects:

[0034] The system and method for positioning and installing assembled shear wall components of the present invention ensure the precise positioning of reserved holes for electrical wiring and embedded bolts by using steel bars and tripods, thereby improving the installation accuracy of structural components and simplifying the traditional construction positioning process; the standardized components and methods shorten the construction time and improve the construction efficiency; the tripod and connecting rods are used to assist in the lifting and positioning of shear wall components, thereby reducing shaking during the lifting process and enhancing the stability of the structure; the standardized operation steps make the assembly process of shear wall components smoother and improve the overall assembly efficiency; the accuracy of the positioning system and the ease of operation reduce the dependence on highly skilled workers, thereby reducing labor costs; the precision and ease of operation of the positioning system reduce the dependence on highly skilled workers and thus reduce ... construction time and improve the construction efficiency; the precision and ease of operation of the positioning system reduce the construction time and improve the construction efficiency; the precision and ease of operation of the positioning system reduce the construction time and improve the construction efficiency; the precision and ease of operation of the positioning system reduce the construction time and thus reduce the construction efficiency; the precision and ease of operation of the positioning system reduce the construction time and improve the construction efficiency Accurate positioning and stable hoisting reduce safety risks during construction and protect the safety of workers; the steel frame of the present invention can be adjusted according to different shear wall component design drawings, and has good adaptability and flexibility; through the precise positioning of embedded bolts and reserved holes for electrical wiring, the cost and time waste caused by later modifications are avoided, and the quality of the project is improved; precise connection and positioning help to improve the integrity and seismic performance of the building; precise embedded parts and reserved holes provide convenience for the later maintenance and renovation of the building; the positioning system and method of the present invention reduce costs, enhance structural stability and project quality by improving the accuracy, efficiency and safety of construction, and have obvious economic and social benefits. BRIEF DESCRIPTION OF THE DRAWINGS

[0035] Figure 1 This is a schematic diagram of the construction structure of a prefabricated shear wall component positioning and installation system according to an embodiment of the present invention;

[0036] Figure 2 A schematic diagram of the arrangement position of a reinforcement frame of a prefabricated shear wall component positioning and installation system according to an embodiment of the present invention;

[0037] Figure 3 This is a structural schematic diagram of a reinforcement frame of a prefabricated shear wall component positioning and installation system according to an embodiment of the present invention;

[0038] Figure 4 This is a structural schematic diagram of a tripod of a prefabricated shear wall component positioning and installation system according to an embodiment of the present invention;

[0039] Figure 5 This is a schematic diagram of the arrangement structure of a tripod of a prefabricated shear wall component positioning and installation system on a shear wall component of a layer to be installed, according to an embodiment of the present invention;

[0040] Figure 6 This is a schematic diagram of the installation structure of the connecting handrail during the hoisting process of the shear wall components of the to-be-installed layer in a prefabricated shear wall component positioning and installation system according to an embodiment of the present invention;

[0041] Figure 7A structure schematic diagram of a triangular wedge inserted on a compression buckle of a tripod of an assembled shear wall component positioning and installation system according to an embodiment of the present application;

[0042] Figure 8 A flowchart of an assembled shear wall component positioning and installation method according to an embodiment of the present application.

[0043] In all the drawings, the same reference signs represent the same technical features, specifically: 100 - a shear wall component to be installed, 101 - an electrical wiring reserved hole, 200 - a lower shear wall component, 300 - a hanging nail, 400 - a pre-buried bolt, 500 - a steel bar frame, 501 - a horizontal connecting member, 5011 - a first horizontal connecting steel bar, 5012 - a second horizontal connecting steel bar, 5013 - a frame body fixing steel bar, 502 - a hanging nail positioning member, 5021 - a vertical connecting steel bar, 5022 - a hanging rod positioning rod, 503 - an electrical wiring hole positioning member, 5031 - a first wiring hole positioning steel bar, 5032 - a second wiring hole positioning steel bar, 504 - a pre-buried bolt positioning member, 5041 - a first pre-buried bolt positioning steel bar, 5042 - a second pre-buried bolt positioning steel bar, 600 - a tripod, 601 - a horizontal positioning plate, 602 - a vertical positioning plate, 603 - a bolt hole, 604 - a positioning groove, 605 - a compression buckle, 606 - a supporting inclined rod, 607 - a fixing bolt, 700 - a connecting support rod, 701 - a connecting lug plate, 702 - a fixing lug, 703 - a connecting rod, 704 - a triangular wedge, 800 - a plug steel bar. DETAILED DESCRIPTION

[0044] In order to make the objectives, technical solutions and advantages of the present application clearer, the present application will be further described in detail below with reference to the drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present application and should not be used to limit the present application. In addition, the technical features involved in the various embodiments of the present application described below can be combined with each other as long as they do not conflict with each other.

[0045] In the description of the application, it should be noted that, unless otherwise clearly specified and limited, when an element is referred to as "fixed to", "set to" or "provided on" another element, it can be directly on the other element or indirectly on the other element. When an element is referred to as "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element; the terms "mount", "connect", "connect", "provide" should be broadly understood, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium, it can be the internal communication of two elements or the interaction relationship between two elements. For those skilled in the art, the specific meaning of the above terms in the application can be understood according to the specific circumstances.

[0046] In addition, the terms "first", "second" and the like are used only for descriptive purposes and should not be construed as indicating or implying relative importance or implicitly indicating the number of the technical features indicated. Therefore, the features defined with "first", "second" can explicitly or implicitly include one or more of the features. In the description of the application, the meaning of "multiple" is two or more, unless otherwise clearly specified and limited.

[0047] As Figures 1-7As shown, one aspect of the present application provides a prefabricated shear wall component positioning and installation system, which is used for the construction of a residential standard floor shear wall, and the system comprises a reinforcing bar frame 500 arranged on the top of a lower shear wall component 200, triangular frames 600 arranged in parallel and at intervals on the side of a shear wall component 100 to be installed and connected with embedded bolts 400 on the top of the lower shear wall component 200, and connecting support rods 700 arranged on the triangular frames 600; the reinforcing bar frame 500 is used for positioning the electrical wiring reserved holes 101 and embedded bolts 400 on the bottom of the shear wall component 100 to be installed; the reinforcing bar frame 500 comprises a transverse connecting piece 501, a hanging bolt positioning piece 502 arranged on the transverse connecting piece 501, an electrical wiring hole positioning piece 503, and an embedded bolt positioning piece 504; the triangular frame 600 is used for assisting the rapid and accurate positioning between the shear wall component 100 to be installed and the embedded reinforcing bars on the top of the lower shear wall component 200; the number of the triangular frames 600 is the same as the number of the embedded bolt positioning pieces 504; the connecting support rod 700 is arranged between two adjacent triangular frames 600; the triangular frame 600 comprises a horizontal positioning plate 601, a vertical positioning plate 602 arranged vertically on one end of the horizontal positioning plate 601, a bolt hole 603 arranged on the horizontal positioning plate 601 and connected with the embedded bolts 400 on the top of the lower shear wall component 200, and a positioning groove 604 arranged on the vertical positioning plate 602; the end of a fixing bolt 607 passes through the positioning groove 604 and is connected with a pre-embedded part on the shear wall component 100 to be installed, the head of the fixing bolt 607 is clamped on the side of the positioning groove 604 away from the pre-embedded part, and the fixing bolt 607 can slide up and down along the positioning groove 604; the present application sets the reinforcing bar frame 500 by using the position of the hanging bolt 300 on the lower shear wall component 200 to position the position of the electrical wiring reserved hole 101 and the embedded bolt 400 on the shear wall component 100 to be installed, thereby ensuring the accuracy of the embedded bolts and pipes; the positioning groove 604 on the triangular frame 600 is used to control the installation trajectory of the shear wall component 100 to be installed, so that the shear wall component 100 to be installed and the embedded reinforcing bars on the top of the lower shear wall component 200 are accurately connected; the connecting support rod 700 is used to assist the installation of the shear wall component 100 to be installed and the lower shear wall component 200, which can solve the problem of shaking of the embedded reinforcing bar connection positioning between the shear wall and the base during the current hoisting process, and improve the assembly efficiency of the shear wall.

[0048] Further, as Figures 1-7As shown, the transverse connecting member 501 comprises first and second transverse connecting steel bars 5011 and 5012 arranged in parallel and spaced apart transversely; the first and second transverse connecting steel bars 5011 and 5012 are fixed by a plurality of frame fixing steel bars 5013 arranged in parallel and spaced apart; the hanger positioning member 502 is arranged vertically downward at both ends of the transverse connecting member 501, and comprises vertical connecting steel bars 5021 arranged vertically downward at the same end side of the first and second transverse connecting steel bars 5011 and 5012, respectively, and hanger positioning rods 5022 arranged at the side of the two vertical connecting steel bars 5021; the spacing between the two hanger positioning rods 5022 is the same as the spacing between the outer edges (on the same straight line) of the two hangers 300 at the top of the lower shear wall member 200; the placement position of the hanger positioning member 502 on the steel bar frame 500 is determined according to the position of the hanger 300.

[0049] Further, as shown in Figures 1-7 the electrical wiring hole positioning member 503 comprises first and second wiring hole positioning steel bars 5031 and 5032 arranged in parallel and spaced apart on the first and second transverse connecting steel bars 5011 and 5012; the spacing between the outer side edges of the first and second wiring hole positioning steel bars 5031 and 5032 is adapted to the size of the electrical wiring reserved hole 101 at the bottom of the shear wall member 100 to be installed; the specific position of the electrical wiring hole positioning member 503 is determined according to the position of the electrical wiring reserved hole 101 at the bottom of the shear wall member 100 to be installed on the design deepening drawing.

[0050] Further, as shown in Figures 1-7 the embedded bolt positioning member 504 is arranged at the inner side position of the hanger positioning member 502 at the top of the transverse connecting member 501; the embedded bolt positioning member 504 comprises first and second embedded bolt positioning steel bars 5041 and 5042 arranged in parallel and spaced apart; the spacing between the first and second embedded bolt positioning steel bars 5041 and 5042 is adapted to the diameter of the embedded bolt 400; during construction, the embedded bolt 400 is arranged vertically upward between the first and second embedded bolt positioning steel bars 5041 and 5042; the specific position of the embedded bolt positioning member 504 is determined according to the position of the embedded bolt 400 on the design deepening drawing.

[0051] Further, as shown in Figures 1-7As shown, the tripod 600 further comprises a support inclined rod 606 between the horizontal positioning plate 601 and the vertical positioning plate 602; the connecting support rod 700 comprises a pressing buckle 605 arranged on the vertical positioning plate 602, a connecting lug plate 701 arranged on the fixing bolt 607, a fixing lug 702 vertically arranged on the connecting lug plate 701, and a connecting rod 703 arranged between the two fixing lugs 702; the bottom of the connecting lug plate 701 is arranged inside the pressing buckle 605; the pressing buckle 605 is a U-shaped plate structure, which is arranged between the bottom of the positioning groove 604 and the top of the support inclined rod 606; during the wall positioning process, the assembler controls and assists the wall positioning installation by using the connecting support rod 700; the wall can be slowly lowered along the trajectory of the positioning groove 604, and is quickly positioned and connected with the lower insert; after the wall is positioned, the wall is connected and fastened with the tripod 600 by driving a triangular wedge 704 between the inner wall of the pressing buckle 605 and the upper connecting lug plate 701; the present application assists the wall positioning installation by using the connecting support rod 700, solves the problem of shaking of the shear wall and the insert of the base during the current hoisting process, and improves the assembly efficiency of the shear wall.

[0052] As shown in the drawings, Figure 8 The second aspect of the present application provides a positioning and installation method of a fabricated shear wall component, which comprises the following steps:

[0053] S1: determining the positions of the electrical wiring reserved holes 101 at the bottom of the shear wall component 100 to be installed, the positions of the lifting lugs 300 at the top of the lower shear wall component 200, and the positions of the embedded bolts 400 according to the shear wall component deepening drawing; and manufacturing the steel reinforcement frame 500 with corresponding size specifications according to the positions of the electrical wiring reserved holes 101 at the bottom of the shear wall component 100 to be installed, the positions of the lifting lugs 300 at the top of the lower shear wall component 200, and the positions of the embedded bolts 400;

[0054] S2: fixing the steel reinforcement frame 500 at the top of the lower shear wall component 200 according to the positions of the lifting lugs 300 at the top of the lower shear wall component 200; the steel reinforcement frame 500 is positioned by the positions of the lifting lugs 300 at the top of the lower shear wall component 200 and is welded and fixed with the insert at the top of the lower shear wall component 200, thereby providing accurate reference for the installation of the shear wall component 100 to be installed; specifically, the two lifting lug positioning members 502 of the steel reinforcement frame 500 are clamped with the outer edges of the corresponding lifting lugs, and the frame part of the steel reinforcement frame 500 is welded and fixed with the adjacent insert at the top of the lower shear wall component 200;

[0055] S3: determining the accurate positions of the electrical wiring pipe and the embedded bolt 400 on the shear wall component 100 to be installed according to the steel reinforcement frame 500, and fixing the electrical wiring pipe on the electrical wiring hole positioning member 503 and the embedded bolt 400 on the embedded bolt positioning member 504, thereby simplifying the traditional construction positioning process;

[0056] S4: installing the laminated slab, binding the steel bars in sequence above the steel bar rack 500, and pouring the cast-in-place concrete to the preset elevation, so that the top of the embedded bolt 400 is exposed outside;

[0057] S5: after the concrete reaches the preset strength, installing the tripod 600 according to the position of the embedded bolt 400; providing auxiliary positioning for the hoisting of the to-be-installed layer shear wall component 100 through the tripod 600; specifically, aligning and fixing the bolt hole 603 on the horizontal positioning plate 601 of the tripod 600 with the embedded bolt 400, and completing the position fixing of the tripod 600;

[0058] S6: hoisting the to-be-installed layer shear wall component 100, and when the to-be-installed layer shear wall component 100 is at a position 1 meter away from the top of the lower layer shear wall component 200, fixing the fixing bolt 607 on the tripod 600 with the embedded part on the to-be-installed layer shear wall component 100 through artificial righting alignment, so as to realize the connection between the to-be-installed layer shear wall component 100 and the tripod 600; specifically, fixing the fixing bolt 607 through the positioning slot 604 on the tripod 600 with the embedded part on the to-be-installed layer shear wall component 100, so as to realize the connection between the to-be-installed layer shear wall component 100 and the tripod 600;

[0059] S7: installing the connecting support rod 700 on the two side fixing bolts 607, and in the process of positioning the to-be-installed layer shear wall component 100, controlling and assisting the positioning of the wall through the operation of the connecting support rod 700, so that the wall can be slowly lowered along the track of the positioning slot 604 and quickly positioned and connected with the embedded bar 800 at the top of the lower layer shear wall component 200, thereby avoiding the shaking of the connection and positioning of the shear wall and the embedded bar of the lower layer base during hoisting, improving the assembly efficiency of the shear wall; specifically, the installation of the connecting support rod 700 includes fixing the connecting lug plate 701 on the fixing bolt 607, so that the bottom of the connecting lug plate 701 is inside the compression buckle 605; installing the connecting rod 703 between the fixing lugs 702 on the connecting lug plate 701; and in the process of positioning the wall, the assembly worker controls and assists the positioning of the wall through the connecting rod 703 on the connecting support rod 700, so that the wall can be slowly lowered along the track of the positioning slot 604 and quickly positioned and connected with the embedded bar below;

[0060] S8: after the to-be-installed layer shear wall component 100 is positioned, fixing the to-be-installed layer shear wall component 100 and the tripod 600 through the triangular wedge 704 driven between the inner wall of the compression buckle 605 and the connecting lug plate 701, and completing the construction of the to-be-installed layer shear wall component 100;

[0061] S9: repeating steps S1-S8 to continue the construction of the shear wall component of the next layer.

[0062] The present application sets a reinforcing frame on the top of the shear wall component of the next layer, uses the positioning rib on the frame body to accurately position the electrical wiring hole and the embedded bolt position of the fixed frame of the wall body of the present layer, when installing the shear wall component of the present layer, uses the positioning slot on the triangular frame to quickly position and connect the shear wall and the base reinforcement, changes the traditional installation process and improves the installation efficiency; the reinforcing frame is provided with a lifting bolt positioning rod, the position of the reinforcing frame is determined through the lifting bolt positioning rod, and the frame body and the inserted rib are welded and fixed through the reinforcement; the position of the wiring hole on the shear wall can be positioned through the positioning rib of the electrical wiring hole on the reinforcing frame, so that the wire pipe can be accurately embedded; when the wall body is hoisted away from the ground of the present floor by 1m, the shear wall embedded part is connected with the fixed bolt on the triangular frame through the right alignment of the assembly worker, so that the wall body can be slowly lowered along the track of the positioning slot during the wall body positioning process, and is quickly positioned and connected with the inserted rib below; after the installation and connection of the fixed bolt are completed, the connecting support rod can be installed, the assembly worker can control and assist the wall body positioning installation during the wall body positioning process, the problem of shaking of the connection and positioning of the shear wall and the inserted rib of the base during the hoisting process is solved, and the assembly efficiency of the shear wall is improved.

[0063] It should be noted that the present application can also be used for the construction of other non-residential standard layer shear walls.

[0064] Those skilled in the art can easily understand that the above description is only a preferred embodiment of the present application, and is not used to limit the present application, and any modification, equivalent replacement and improvement made within the spirit and principle of the present application should be included in the protection scope of the present application.

Claims

1. A fabricated shear wall component positioning installation system, characterized by: The steel reinforcement frame (500) is arranged on the top of the lower shear wall component (200) and is used for positioning the electrical wiring reserved hole (101) and the embedded bolt (400) on the bottom of the shear wall component (100) to be installed; the triangular frame (600) is arranged on the side of the shear wall component (100) to be installed and is used for assisting the quick and accurate alignment between the shear wall component (100) to be installed and the embedded steel bars on the top of the lower shear wall component (200); and the connecting support rod (700) is arranged on the triangular frame (600). The steel reinforcement frame (500) comprises a transverse connecting piece (501), a hanging bolt positioning piece (502) arranged on the transverse connecting piece (501), an electrical wiring hole positioning piece (503) and an embedded bolt positioning piece (504). The triangular frame (600) is connected with the embedded bolt (400) on the top of the lower shear wall component (200). The positions of the electrical wiring reserved hole (101) and the embedded bolt (400) on the shear wall component (100) to be installed are positioned by arranging the steel reinforcement frame (500) according to the positions of the hanging bolts (300) on the lower shear wall component (200), so that the accuracy of the embedded bolt and the pipe is ensured; the positioning groove (604) on the triangular frame (600) is used for controlling the installation track of the shear wall component (100) to be installed, so that the connection between the shear wall component (100) to be installed and the embedded steel bars on the top of the lower shear wall component (200) is accurate; and the connecting support rod (700) is used for assisting the installation of the shear wall component (100) to be installed on the lower shear wall component (200), so that the shear wall and the embedded steel bars are prevented from shaking during the positioning process and the assembly efficiency of the shear wall is improved.

2. The prefabricated shear wall component positioning and installation system according to claim 1, characterized in that: The number of the triangular frames (600) is the same as the number of the embedded bolt positioning pieces (504).

3. The prefabricated shear wall component positioning and installation system according to claim 2, wherein: The triangular frame (600) comprises a horizontal positioning plate (601), a vertical positioning plate (602) vertically arranged on one end of the horizontal positioning plate (601), a bolt hole (603) arranged on the horizontal positioning plate (601) and connected with the embedded bolt (400) on the top of the lower shear wall component (200) and a positioning groove (604) arranged on the vertical positioning plate (602). The end of the fixing bolt (607) is connected with the embedded part on the shear wall component (100) to be installed through the positioning groove (604), the head of the fixing bolt (607) is clamped on the side of the positioning groove (604) away from the embedded part and the fixing bolt (607) can slide up and down along the positioning groove (604).

4. The positioning and installation system for fabricated shear wall components of claim 1 or 2, wherein: The transverse connecting piece (501) comprises a first transverse connecting steel reinforcement (5011) and a second transverse connecting steel reinforcement (5012) arranged in parallel and at intervals. The first transverse connecting steel reinforcement (5011) and the second transverse connecting steel reinforcement (5012) are fixed by a plurality of frame fixing steel reinforcements (5013) arranged in parallel and at intervals.

5. The prefabricated shear wall assembly positioning system of claim 4, wherein: The hanging nail positioning member (502) is vertically downward arranged at both ends of the transverse connecting member (501), and includes a vertical connecting steel bar (5021) arranged on the same side of the first transverse connecting steel bar (5011) and the second transverse connecting steel bar (5012) and a hanging rod positioning rod (5022) arranged on the side of the vertical connecting steel bar (5021); The interval between the two hanging rod positioning rods (5022) is the same as the interval between the outer edges of the two hanging nails (300) at the top of the lower layer shear wall component (200).

6. The prefabricated shear wall component positioning and installation system according to claim 1 or 2, characterized in that: The electrical wiring hole positioning member (503) includes a first wiring hole positioning rib (5031) and a second wiring hole positioning rib (5032) arranged in parallel and spaced apart on the first transverse connecting steel bar (5011) and the second transverse connecting steel bar (5012); The outer side edge interval of the first wiring hole positioning rib (5031) and the second wiring hole positioning rib (5032) is adapted to the size of the electrical wiring reserved hole (101) at the bottom of the layer shear wall component (100) to be installed.

7. The prefabricated shear wall component positioning and installation system according to claim 1 or 2, characterized in that: The embedded bolt positioning member (504) includes a first embedded bolt positioning rib (5041) and a second embedded bolt positioning rib (5042) arranged in parallel and spaced apart; The interval between the first embedded bolt positioning rib (5041) and the second embedded bolt positioning rib (5042) is adapted to the diameter of the embedded bolt (400).

8. The prefabricated shear wall assembly positioning system of claim 3, wherein: The connecting support rod (700) includes a pressing buckle (605) arranged on the vertical positioning plate (602), a connecting ear plate (701) arranged on the fixing bolt (607), a fixing ear (702) vertically arranged on the connecting ear plate (701), and a connecting rod (703) arranged between the two fixing ears (702). The pressing buckle (605) is a U-shaped plate structure, which is installed between the bottom of the positioning groove (604) and the top of the supporting inclined rod (606). The bottom of the connecting ear plate (701) is arranged inside the pressing buckle (605).

9. A method for positioning and installing assembled shear wall components, characterized in that: The application of the prefabricated shear wall component positioning and installation system as claimed in any one of claims 1-8 comprises the following steps: S1: determining the positions of the electrical wiring reserved hole (101) at the bottom of the layer shear wall component (100) to be installed, the hanging nail (300) at the top of the lower layer shear wall component (200), and the embedded bolt (400); and manufacturing a steel reinforcement frame (500) with corresponding size specifications according to the positions of the electrical wiring reserved hole (101) at the bottom of the layer shear wall component (100) to be installed, the hanging nail (300) at the top of the lower layer shear wall component (200), and the embedded bolt (400); S2: fixing the steel reinforcement frame (500) at the top of the lower layer shear wall component (200) according to the position of the hanging nail (300) at the top of the lower layer shear wall component (200). S3: According to the steel frame (500), the accurate positions of the electrical wiring pipe and the embedded bolt (400) on the layer-to-be-installed shear wall component (100) are determined, and the electrical wiring pipe is fixed on the electrical wiring hole positioning member (503) and the embedded bolt (400) is fixed on the embedded bolt positioning member (504); S4: The laminated slab, the bound reinforcement, and the cast-in-place concrete are sequentially installed above the steel frame (500) to a preset elevation; S5: After the concrete reaches a preset strength, the tripod (600) is installed according to the position of the embedded bolt (400); S6: The layer-to-be-installed shear wall component (100) is hoisted, and when the layer-to-be-installed shear wall component (100) is located at a position 1 meter away from the top of the lower layer shear wall component (200), the fixed bolt (607) on the tripod (600) is fixed to the embedded part on the layer-to-be-installed shear wall component (100) through manual righting and alignment, so as to realize the connection between the layer-to-be-installed shear wall component (100) and the tripod (600); S7: The connecting support rod (700) is installed on the two side fixed bolts (607), and in the process of positioning the layer-to-be-installed shear wall component (100), the wall body is slowly lowered along the track of the positioning groove (604) through the operation of the connecting support rod (700) to control and assist the wall body to be positioned and installed, so that the wall body is quickly positioned and connected with the embedded bar (800) on the top of the lower layer shear wall component (200); S8: After the layer-to-be-installed shear wall component (100) is positioned, the triangular wedge (704) is driven into the inner wall of the compression buckle (605) to connect and fasten the layer-to-be-installed shear wall component (100) and the tripod (600), and the construction of the layer-to-be-installed shear wall component (100) is completed; S9: Steps S1-S8 are repeated, and the construction of the shear wall component of the layer above the layer-to-be-installed shear wall component is continued.

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