CN112609841B - Construction method of connection structure of frame shear wall column and masonry filler wall - Google Patents
Construction method of connection structure of frame shear wall column and masonry filler wall Download PDFInfo
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- CN112609841B CN112609841B CN202011538729.6A CN202011538729A CN112609841B CN 112609841 B CN112609841 B CN 112609841B CN 202011538729 A CN202011538729 A CN 202011538729A CN 112609841 B CN112609841 B CN 112609841B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a connecting structure of a frame shear wall column and a masonry filler wall and a construction method, wherein a wall top bracing cover is arranged at the top end of a masonry wall, the construction column template is controlled by the guide side plate, the first position control bolt and the second position control bolt, the construction column filling quality is controlled by the side support bag and the pressure test body, the beam side mold is controlled by the beam mold position correction bolt and the split anchor rib limiting ring beam side mold, the top of the masonry wall body is provided with wall top connecting ribs and wall top connecting grooves, the quality of the post-cast ring beam is improved through the beam top pressing plate, grouting seal plates are respectively erected on two sides of the post-cast ring beam, gaps of the masonry wall are grouted through external grouting pipes to form a building block compact body, structural columns between walls and joint side molds at joints of the masonry wall are in a zigzag shape, controlling the joint perfusion physique through the dense bag, and synchronously arranging the first rib net and the constructional column template, the second rib net and the ring beam side mold, and the third rib net and the joint side mold; the invention can reduce the difficulty of erecting the template, improve the concrete pouring quality and improve the performance of the connecting structure.
Description
Technical Field
The invention relates to the field of building wall connection engineering, in particular to a construction method of a connection structure of a frame shear wall column and a masonry filler wall.
Background
During construction of a shear wall structure, the compactness of concrete at a joint part of the shear wall and a filler wall and the integrity of a pouring structure are often key and difficult points of engineering control, and in the construction process, engineering problems that cracks are easy to appear at the joint part, the supporting difficulty of a template is high, the connection integrity is difficult to guarantee and the like often exist, so that the construction quality and benefits of construction engineering are seriously influenced.
The shear wall and filler wall connecting structure in the prior art comprises a shear wall, a filler wall, shear wall anchor tie bars and filler wall tie bars, wherein the shear wall is distributed on two sides of the filler wall, one end of each shear wall anchor tie bar is fixed in the shear wall, the other end of each shear wall anchor tie bar is welded with the filler wall tie bars, and the filler wall tie bars are horizontal to the ground in the filler wall.
In view of the above, in order to reduce the difficulty of site construction and improve the structural connection performance, there is still a need for a construction method of a connection structure of a frame shear wall column and a masonry filler wall, which can not only reduce the difficulty of formwork erection and improve the concrete pouring quality, but also improve the performance of the connection structure.
Disclosure of Invention
Based on the construction method, the construction method of the frame shear wall column and masonry filler wall connecting structure can reduce the formwork erection difficulty, improve the concrete pouring quality and improve the performance of the connecting structure.
In a first aspect, the application provides a construction method of a connection structure of a frame shear wall column and a masonry filler wall, which comprises the following construction steps:
1) construction preparation: carrying out construction on a wall bottom cross beam, an inter-wall structural column and a masonry wall body, and preparing materials and devices required by construction;
2) constructing a constructional column and a first rib net between walls: the method comprises the steps of firmly connecting a limiting bottom groove plate with a wall bottom cross beam through groove plate fixing bolts, arranging a wall top bracing cover at the top end of a masonry wall, firmly connecting a connecting clamp plate with the masonry wall through a clamp plate fastening bolt, connecting and fastening a limiting brace rod on the lower surface of the wall top bracing cover with the limiting bottom groove plate through a brace rod fixing bolt, sticking a first rib net with the edge of a constructional column template into a whole by adopting glue, inserting the constructional column template onto the wall bottom cross beam from a gap of a guide side plate, limiting the transverse position of the constructional column template through a second position control bolt, limiting the vertical height of a built-in cross plate through a brace rod when carrying out concrete pouring construction of the constructional column between walls, placing the built-in cross plate and a side bracing bag between the masonry walls opposite to a mirror image when the concrete is poured to the height close to the top of the wall, and tightly fitting the outer side wall of the side bracing bag with the masonry wall and the constructional column template through a bag pressurizing pipe, then, carrying out the concrete pressure pouring construction of the constructional column between walls through the concrete pouring pipe, and testing the pressure of the concrete contacted by the pressure testing body;
3) post-cast ring beam and second rib net construction: cutting a wall top connecting groove on a building block connected with a masonry wall body and a post-pouring ring beam, arranging a wall top connecting rib to connect the wall top connecting rib with a ring beam reinforcement cage, sticking a second rib net into a whole with the edge of a ring beam side form by glue, then arranging ring beam bottom supporting plates on two sides of the masonry wall body in a mirror symmetry manner, fixing the ring beam bottom supporting plates by using counter-pulling anchor bars, limiting the spatial position of the ring beam side form by using beam mold positioning bolts and the counter-pulling anchor bars, when the post-pouring ring beam concrete pouring construction is completed, firstly arranging pressing plates at two ends between the opposite ring beam side forms, then arranging a supporting beam cover at the top ends of the ring beam side forms, inserting the ring beam side forms into a U-shaped groove on the inner side of the supporting beam, firmly connecting the supporting beam cover with the ring beam bottom supporting plate by using a beam cover positioning rod, and then applying a pressing force to the beam top pressing plate by using a pressing plate position control bolt;
4) pressure grouting construction of the building block compact body: supporting body connecting plates are uniformly arranged on two sides of the post-cast ring beam at intervals along the length direction of the post-cast ring beam, the supporting body connecting plates are firmly connected with the post-cast ring beam through ring beam anchor bars, the transverse position of each supporting connecting plate is controlled through beam side supporting bodies, external grouting pipes on grouting sealing plates above and below the post-cast ring beam are communicated with gaps of the masonry wall, grouting is conducted on the external grouting pipes through grouting connecting pipes, and building block compact bodies are formed in the gaps of the masonry wall;
5) and (3) construction of a joint pouring body and a third rib net: opposite-pulling anchor bars are respectively arranged in the masonry wall bodies on two sides of the structural column between the walls, the positions of the joint supporting plates are limited through the opposite-pulling anchor bars, a third rib net is adhered to the edges of the joint side molds into a whole by glue, the spatial positions of the joint side molds are synchronously limited through the directional position control bodies and the steerable position control bodies, the pouring construction of the joint pouring body is carried out by adopting an external concrete pouring device, when the joint perfusion body is perfused to the 2/3-3/4 height of the joint side mold, the position control groove positioning pipe and the dense bag are inserted into a cavity enclosed by the joint side mold, the inter-wall structural column and the masonry wall, and the bottom end of the compact bag is connected with the top filling surface of the seam filling body, the compact bag and the supporting and positioning bag are pressurized synchronously through the vertical pressurizing pipe and the horizontal pressurizing pipe, the filled seam filling body is compacted, and the filling construction of the seam filling body with residual height is carried out after the compact bag is taken out.
Preferably, the limiting bottom groove plate in the step 2) is provided with a screw hole connected with the groove plate fixing bolt and the support rod fixing bolt, the plane of the connecting clamp plate is T-shaped and is respectively arranged on two sides of the bottom of the wall top support cover, and the connecting clamp plate is vertically welded with the wall top support cover.
Preferably, step 2) the wall top support cover is preset with a support cover preformed groove with a rectangular plane, the bottom of the concrete filling pipe penetrates through the support cover preformed groove and is inserted into the built-in cross support plate and the interior of the construction column between the walls, two pairs of guide side plates are arranged on the upper surface of the wall top support cover, first position control bolts are arranged on the guide side plates, and the first position control bolts are in contact with the construction column template.
Preferably, step 2) the spacing vaulting pole on be provided with the screw of being connected with vaulting pole gim peg and second accuse position bolt, first accuse position bolt and second accuse position bolt all adopt the screw rod rolling to form, and first accuse position bolt and second accuse position bolt pass through threaded connection with direction curb plate and spacing vaulting pole respectively, the side props the bag and adopts the sheet rubber geomembrane to sew up and form, communicates with the bag force application pipe, is inclosed annular, is provided with bag side even board between side props the bag and the built-in studdle board.
Preferably, the beam mold position-correcting bolt in the step 3) comprises a threaded pipe and screw rods screwed on two sides of a nut, fastening directions of the screw rods on two sides of the threaded pipe are opposite and are respectively connected with a ring beam side mold and a ring beam bottom supporting plate, the split anchor bars are fastened through the nut after penetrating through the ring beam bottom supporting plates on two sides of the masonry wall, the bottom end of the beam cover positioning rod penetrates through the ring beam bottom supporting plates and is fastened and position-controlled through the nut, the supporting beam cover is provided with a U-shaped cross section, clear width of the U-shaped cross section is the same as outer distance of the two opposite ring beam side molds, the supporting beam cover is in threaded connection with the pressure plate position-controlling bolt and is uniformly arranged at intervals along the length direction of the rear pouring ring beam, and the beam top pressure plate is arranged along the length direction of the rear pouring ring beam and is provided with a side sealing strip on a joint surface with the ring beam side mold.
Preferably, step 4) the roof beam side supporter include supporting connection board, supporter horizontal pole and closed side fagging, the both sides of supporting connection board are equipped with the horizontal pole pilot pin of being connected with the supporter horizontal pole, closed side fagging one end and supporting connection board welded connection, the other end and mud jacking shrouding welded connection preset on the supporting connection board and supply the hole that both sides supporter wore to establish, wear to be equipped with external mud jacking pipe on the mud jacking shrouding, and external mud jacking pipe and mud jacking connecting pipe intercommunication, the mud jacking connecting pipe is on a parallel with post-cast ring roof beam through long setting to it props the muscle with closed side fagging through the pipeline and is connected.
Preferably, the directional control body and the steerable control body in the step 5) respectively comprise a threaded pipe and screw rods which are screwed on two sides of the threaded pipe, fastening directions of the screw rods on two sides of the threaded pipe are opposite, the two screw rods which can steer the control body are respectively connected with the joint side die and the bidirectional supporting plate through the rotary hinges of the control body, the two screw rods of the directional control body are respectively fixedly connected with the joint side die and the bidirectional supporting plate, the cross section of the joint side die is in a fold line shape, and the cross section of the joint side die is the same as the shape of the joint surface of the structural column between walls and the building wall.
Preferably, the joint supporting plates in the step 5) are respectively arranged at two sides of the masonry wall, and the joint supporting plates connected with the masonry wall are provided with holes for the counter-pull anchor bars to penetrate through.
Preferably, step 5) accuse position groove registration arm bottom be provided with bag accuse position groove, and its side is provided with two relative rows of bag side backup pads from top to bottom along the even interval of annular, support the location bag and adopt the sheet rubber and the geomembrane to sew up and form, arrange in between two relative rows of bag side backup pads from top to bottom, paste with the lateral wall of accuse position groove registration arm and be connected to communicate with horizontal forcing pipe, closely knit bag adopts the sheet rubber and the geomembrane to sew up and forms, pastes with the inside wall in bag accuse position groove and is connected, and the top communicates with vertical forcing pipe, horizontal forcing pipe and vertical forcing pipe intercommunication.
In a second aspect, the application provides a connection structure of a frame shear wall column and a masonry filler wall, which is obtained and used by the construction method of the connection structure of the frame shear wall column and the masonry filler wall.
Compared with the prior art, the invention has the following characteristics and beneficial effects:
(1) according to the invention, the top end of the masonry wall body is provided with the wall top bracing cover, the bottom of the masonry wall body is provided with the limiting bottom groove plate connected with the wall bottom cross beam, the limiting bracing rod can be quickly limited, and the position of the construction column template can be controlled through the guide side plate, the first position control bolt and the second position control bolt, so that the difficulty in supporting and positioning the construction column template is reduced; meanwhile, the side supporting bag and the built-in cross support plate are arranged at the upper part of the constructional column between the walls, the compactness of the compaction grouting of the constructional column between the walls can be tested through the pressure test body, and the influence of the corner of the masonry wall on the compactness of concrete is reduced;
(2) according to the invention, the beam mould position-correcting bolt on the ring beam bottom support plate and the split anchor bar are combined to limit the spatial position of the ring beam side mould, so that the bearing performance of the ring beam side mould can be improved while the support difficulty of the ring beam side mould is reduced; meanwhile, the lower pressure can be applied to the beam jacking plate through the pressure plate position control bolt on the supporting beam cover, so that the pouring compactness of the post-pouring ring beam is improved; the arrangement of the wall top connecting ribs and the wall top connecting grooves can improve the connecting strength of the post-cast ring beam and the masonry wall;
(3) in the invention, the grouting seal plates are erected above and below the post-cast ring beam, and two ends of the external grouting pipe are respectively communicated with the grouting connecting pipe and the gap of the masonry wall body, so that the construction of the building block compact bodies of the masonry wall body above and below the post-cast ring beam can be synchronously carried out, and the difficulty of the press-injection construction of the building block compact bodies can be effectively reduced;
(4) according to the invention, the joint side die with a broken line-shaped cross section is arranged at the joint between the structural column between the walls and the masonry wall, and the spatial position of the joint side die can be limited by the directional position control body and the steerable position control body, so that the difficulty in supporting the joint side die is reduced; meanwhile, the vertical counter-force support can be provided for the compact bag by the supporting and positioning bag, and the filling quality of the joint filling body can be effectively improved by applying a lower compaction force to the joint filling body by the compact bag;
(5) according to the invention, the first rib net and the constructional column template, the second rib net and the ring beam side mold, and the third rib net and the joint side mold are synchronously arranged, so that the connection strength between the rib net and concrete can be enhanced while the difficulty in arranging the rib nets is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present application or technical solutions in related arts, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a flow chart of the construction process of connecting a frame shear wall column and a masonry filler wall according to the invention;
FIG. 2 is a schematic view of a construction structure of the constructional column between walls of FIG. 1;
FIG. 3 is a schematic view of the connection structure of the spacing stay bar and the wall bottom cross beam in FIG. 2;
FIG. 4 is a schematic view of the connection of the construction column template to the guide side plate of FIG. 2;
FIG. 5 is a cross-sectional view of the side-supporting pocket deployment structure of FIG. 2;
FIG. 6 is a schematic diagram of a post-cast ring beam and a second rib net construction structure in FIG. 2;
FIG. 7 is a schematic view of a construction structure of the block compact of FIG. 1 through pressure irrigation;
FIG. 8 illustrates the joint compound and the third web construction of FIG. 1;
fig. 9 is a schematic view of the structure of the densification bladder and support and positioning bladder of fig. 1.
In the figure: 1-wall bottom beam; 2-structural columns between walls; 3, building a wall body; 4-a trough plate fixing bolt; 5-limiting bottom groove plates; 6-a wall top bracing cover; 7-clamping plate fastening bolt; 8-connecting the splint; 9-a limit stay bar; 10-stay bar fixing bolt; 11-a first web; 12-constructing a column template; 13-a guide side plate; 14-a second position control bolt; 15-concrete pouring pipe; 16-construction of columns between walls; 17-a stay plate positioning rod; 18-built-in cross bracing plates; 19-side support of the capsular bag; 20-bladder pressurization tube; 21-a pressure test body; 22-supporting and covering the preformed groove; 23-a first position control bolt; 24-capsular bag side gusset; 25-post-pouring ring beams; 26-wall top connecting groove; 27-wall top connecting ribs; 28-ring beam reinforcement cage; 29-a second web; 30-ring beam side mold; 31-ring beam bottom supporting plate; 32-pulling the anchor bars oppositely; 33-beam mould position correcting bolt; 34-support beam cover; 35-beam cover positioning rods; 36-a pressure plate position control bolt; 37-beam top platen; 38-plate side sealing strip; 39-support link plate; 40-ring beam anchor bars; 41-beam-side support; 42-a support connection plate; 43-a support cross bar; 44-cross bar locating pegs; 45-grouting sealing plate; 46-external grouting pipe; 47-grouting connecting pipe; 48-building block compact; 49-closed side support plate; 50-supporting ribs for the pipeline; 51-a seam support plate; 52-a third web; 53-seamed side forms; 54-a directional control body; 55-a steerable bit; 56-bidirectional support plate; 57-hinging the position control body; 58-joint perfusion body; 59-position control groove positioning tube; 60-dense capsular bag; 61-a vertical pressurization pipe; 62-a transverse pressurization pipe; 63-supporting and positioning the capsular bag; 64-pocket position control groove; 65-bag side support plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the present application more apparent, the present application is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present application and are not intended to limit the present application. All other examples, which can be obtained by a person skilled in the art without making any inventive step based on the examples in this application, are within the scope of protection of this application.
It should be understood by those skilled in the art that technical or scientific terms used in the claims and the specification should have the ordinary meaning as understood by those having ordinary skill in the art to which this application belongs. "connected" or "coupled" and like terms are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect; "and/or" describes the association relationship of the associated objects, indicating that three relationships may exist; the terms "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like refer to an orientation or positional relationship as shown in the drawings, which are used for convenience in describing the invention and to simplify the description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore, the above-described terms are not to be construed as limiting the invention.
As shown in fig. 1 to 9, in order to solve the above problems, the present invention provides a construction method of a connection structure of a frame shear wall column and a masonry filler wall, including the following construction steps:
1) construction preparation: constructing a wall bottom beam 1, an inter-wall structural column 2 and a masonry wall body 3, and preparing materials and devices required by construction, wherein the inter-wall structural column 2 is a circular reinforced concrete column or a rectangular reinforced concrete column, and the masonry wall body 3 is a hollow building block or a self-insulation building block;
2) constructing a constructional column and a first rib net between walls: the construction method comprises the steps of firmly connecting a limiting bottom groove plate 5 with a wall bottom cross beam 1 through a groove plate fixing bolt 4, arranging a wall top bracing cover 6 at the top end of a masonry wall body 3, firmly connecting a connecting clamp plate 8 with the masonry wall body 3 through a clamp plate fastening bolt 7, enabling a limiting bracing rod 9 on the lower surface of the wall top bracing cover 6 to be connected and fastened with the limiting bottom groove plate 5 through a bracing rod fixing bolt 10, sticking a first rib net 11 with the edge of a construction column template 12 into a whole by glue, inserting the construction column template 12 onto the wall bottom cross beam 1 from a gap of a guide side plate 13, limiting the transverse position of the construction column template 12 through a second position control bolt 14, limiting the vertical height of a built-in cross bracing plate 18 through a bracing plate positioning rod 17 during concrete pouring construction of a wall-to-wall construction column 16, placing the built-in cross bracing plate 18 and a side bracing bag 19 between the masonry wall bodies 3 which are opposite to mirror images when the concrete is poured to be close to the wall top elevation, firstly, the outer side wall of a side supporting bag 19 is tightly attached to the masonry wall 3 and the constructional column template 12 through a bag pressurization pipe 20, then the concrete pressure filling construction of the constructional column 16 between walls is carried out through a concrete filling pipe 15, and the pressure of the concrete in contact is tested through a pressure testing body 21;
3) post-cast ring beam and second rib net construction: cutting wall top connecting grooves 26 on the building blocks connected with the masonry wall 3 and the post-cast ring beam 25, arranging wall top connecting ribs 27 to connect the wall top connecting ribs 27 with a ring beam reinforcement cage 28, sticking a second rib net 29 with glue to the edges of ring beam side dies 30 to form a whole, then arranging ring beam bottom supporting plates 31 on the two sides of the masonry wall 3 in a mirror symmetry manner, the ring beam bottom supporting plate 31 is fixed through the split anchor bars 32, the beam mould position-correcting bolt 33 and the split anchor bars 32 are adopted to limit the spatial position of the ring beam side mould 30, when the post-cast ring beam 25 is cast with concrete, the pressing plates at two ends are arranged between the opposite ring beam side moulds 30, the supporting beam cover 34 is arranged at the top ends of the ring beam side moulds 30, the ring beam side moulds 30 are inserted into the U-shaped grooves at the inner sides of the supporting beams, the support beam cover 34 is firmly connected with the ring beam bottom bracing plate 31 through the beam cover positioning rods 35, and then a pressing plate position control bolt 36 is used for applying a downward force to a beam top pressing plate 37;
4) pressure grouting construction of the building block compact body: supporting body connecting plates 39 are uniformly arranged on two sides of the post-cast ring beam 25 at intervals along the length direction of the post-cast ring beam 25, the supporting body connecting plates 39 are firmly connected with the post-cast ring beam 25 through ring beam anchor bars 40, the transverse position of a supporting connecting plate 42 is controlled through a beam side supporting body 41, external grouting pipes 46 on grouting seal plates 45 above and below the post-cast ring beam 25 are communicated with a gap of the masonry wall 3, grouting is carried out on the external grouting pipes 46 through grouting connecting pipes 47, and a building block compact body 48 is formed in the gap of the masonry wall 3;
5) and (3) construction of a joint pouring body and a third rib net: opposite-pull anchor bars 32 are arranged in masonry walls 3 on two sides of a structural column 2 between walls, the positions of joint support plates 51 are limited through the opposite-pull anchor bars 32, a third rib net 52 and the edges of joint side dies 53 are adhered into a whole by glue, the spatial positions of the joint side dies 53 are synchronously limited through a directional control body 54 and a steerable control body 55, an external concrete pouring device is adopted for pouring construction of a joint pouring body 58, when the joint pouring body 58 is poured to the height 2/3-3/4 of the joint side dies 53, a position control groove positioning tube 59 and a dense bag 60 are inserted into a cavity enclosed by the joint side dies 53, the structural column 2 between walls and the masonry walls 3, the bottom end of the dense bag 60 is connected with the pouring top surface of the joint pouring body 58, and the dense bag 60 and a support positioning bag 63 are synchronously pressurized through a vertical pressurizing tube 61 and a transverse pressurizing tube 62, and (4) compacting the poured joint pouring body 58, taking out the compact bag 60, and then pouring the residual height joint pouring body 58.
The connection structure of the frame shear wall column and the masonry filler wall provided by the embodiment of the invention comprises: as shown in fig. 2-5, the limiting bottom slot plate 5 is provided with screw holes connected with the slot plate fixing bolt 4 and the brace rod fixing bolt 10, wherein the limiting bottom slot plate 5 is rolled by steel plate, the cross section is step-shaped, the plane of the connecting splint 8 is T-shaped and is respectively arranged at two sides of the bottom of the wall top bracing cover 6, and the connecting splint 8 is vertically welded with the wall top bracing cover 6, wherein a brace cover reserving groove 22 with a rectangular plane is preset on the wall top bracing cover 6, the bottom of the concrete filling pipe 15 passes through the brace cover reserving groove 22 and is inserted into the built-in cross bracing plate 18 and the wall-room constructional column 16, the upper surface of the wall top bracing cover 6 is provided with two pairs of guiding side plates 13, the guiding side plates 13 are provided with a first position control bolt 23, the first position control bolt 23 is contacted with the constructional column template 12, the limiting brace rod 9 is rolled by steel plate or section steel, the limiting brace rod 9 is provided with screw holes connected with the brace rod fixing bolt 10 and a second position control bolt 14, the first position control bolt 23 and the second position control bolt 14 are formed by screw rolling, the first position control bolt 23 and the second position control bolt 14 are respectively in threaded connection with the guide side plate 13 and the limiting support rod 9, the side support bag 19 is formed by sewing rubber sheet geomembranes and is communicated with the bag pressurization pipe 20 to form a closed ring shape, and a bag side connecting plate 24 is arranged between the side support bag 19 and the built-in cross support plate 18.
As shown in fig. 6, the beam mold alignment bolt 33 includes a threaded pipe and screws screwed on both sides of a nut, the fastening directions of the screws on both sides of the threaded pipe are opposite and are respectively connected with the ring beam side mold 30 and the ring beam bottom bracing plate 31, the tie anchor bars 32 are fastened by the nuts after passing through the ring beam bottom bracing plates 31 on both sides of the masonry wall 3, the bottom ends of the beam cover positioning rods 35 are fastened by the nuts after passing through the ring beam bottom bracing plate 31, the support beam cover 34 is provided with a U-shaped cross section, the clear width of the U-shaped cross section is the same as the outer distance of the two opposite ring beam side molds 30, the support beam cover 34 is connected with the pressure plate alignment bolt 36 by the threads and is uniformly arranged along the length direction of the rear casting ring beam 25 at intervals, the beam top pressure plate 37 is arranged along the length direction of the rear casting ring beam 25, and the joint surface with the ring beam side mold 30 is provided with the plate side sealing strip 38.
As shown in fig. 7, the beam-side support 41 includes a support connection plate 42, a support cross rod 43 and a closed side support plate 49, cross rod positioning bolts 44 connected with the support cross rod 43 are disposed on two sides of the support connection plate 42, one end of the closed side support plate 49 is connected with the support connection plate 42 in a welding manner, the other end of the closed side support plate is connected with a grouting seal plate 45 in a welding manner, holes for the support bodies on two sides to penetrate through are preset on the support connection plate 42, an external grouting pipe 46 penetrates through the grouting seal plate 45, the external grouting pipe 46 is communicated with a grouting connection pipe 47, and the grouting connection pipe 47 is parallel to the length of the rear casting ring beam 25 and is connected with the closed side support plate 49 through a pipeline support rib 50.
As shown in fig. 8-9, the directional control body 54 and the steerable control body 55 each comprise a threaded pipe and screws screwed on both sides of the threaded pipe, the fastening directions of the screws on both sides of the threaded pipe are opposite, and the two screws of the steerable control body 55 are respectively connected with the joint side mold 53 and the bidirectional support plate 56 through the control body rotating hinge 57, the two screws of the directional control body 54 are respectively fixedly connected with the joint side mold 53 and the bidirectional support plate 56, the cross section of the joint side mold 53 is zigzag and has the same shape with the connecting surface of the structural column 2 between walls and the masonry wall 3, the joint support plates 51 are respectively arranged on both sides of the masonry wall 3, the joint support plate 51 connected with the masonry wall 3 is provided with holes for the anchor bars 32 to penetrate through, the joint support plate 51 is welded with the bidirectional support plate 56, the bottom end of the positioning tube 59 of the control groove is provided with bag control grooves 64, and the side edges thereof are provided with two rows of bag side support plates 65 which are opposite up and down at uniform intervals along the ring shape, support location bag 63 and adopt the sheet rubber and the geomembrane to sew up and form, arrange in between two relative row bag side fagging 65 from top to bottom, paste with the lateral wall of accuse position groove registration arm 59 and be connected, and communicate with horizontal forcing pipe 62, closely knit bag 60 adopts the sheet rubber and the geomembrane to sew up and forms, paste with the inside wall of bag accuse position groove 64 and be connected, the top communicates with vertical forcing pipe 61, horizontal forcing pipe 62 and vertical forcing pipe 61 communicate, make vertical forcing pipe 61 communicate with outside pressurization equipment.
The wall bottom cross beam 1 is poured by adopting reinforced concrete, and the strength grade of the concrete is C35.
The inter-wall structural column 2 is a circular reinforced concrete column, and the strength grade of concrete is C35.
The masonry wall 3 is a hollow block.
The limiting bottom groove plate 5 is formed by rolling a steel plate with the thickness of 3mm, the cross section of the limiting bottom groove plate is in a step shape, the height of the limiting bottom groove plate is 30cm, and a screw hole connected with the groove plate fixing bolt 4 and the stay bar fixing bolt 10 is formed in the limiting bottom groove plate 5; the trough plate fixing bolt 4 and the stay bar fixing bolt 10 are formed by combining a screw rod with the diameter of 20mm and a bolt.
The wall top bracing cover 6 is formed by rolling a steel plate with the thickness of 3mm, the two side edges are provided with connecting splints 8 with the planes in a T shape, the connecting splints 8 are formed by rolling the steel plate with the thickness of 3mm, and the connecting splints 8 are vertically welded with the wall top bracing cover 6; a supporting cover preformed groove 22 with a rectangular plane is preset on the wall top supporting cover 6; the width of the supporting cover preformed groove 22 is 10cm, and the length is 20 cm.
The clamping plate fastening bolt 7 is formed by rolling a screw rod with the diameter of 20mm and is in threaded connection with the connecting clamping plate 8.
The limiting support rod 9 is formed by rolling a steel plate with the thickness of 10mm, the width of the limiting support rod is 10cm, and the top end of the limiting support rod is vertically welded and connected with the wall top support cover 6.
The cross section of the constructional column template 12 is rectangular, a steel template with the thickness of 3mm is adopted, and the guide side plate 13 is formed by rolling a steel plate with the thickness of 3 mm.
The first position control bolt 23 and the second position control bolt 14 are formed by rolling screws with the diameter of 20mm and are respectively connected with the guide side plate 13 and the limiting support rod 9 through screw holes.
The concrete pouring pipe 15 is a steel pipe with the diameter of 100mm, the concrete pouring pipe 15 is adopted for the concrete pouring construction of the wall constructional column 16, and the vertical height of the built-in cross support plate 18 is limited by the support plate positioning rod 17; the constructional column 16 between walls is poured by concrete material with the strength grade of C35; the supporting plate positioning rod 17 is formed by rolling a steel plate with the thickness of 3 mm; the built-in cross support plate 18 is formed by rolling a steel plate with the thickness of 10mm, and the cross section of the built-in cross support plate is rectangular.
The side supporting bag 19 is formed by sewing a rubber sheet geomembrane with the thickness of 2mm, is communicated with the bag pressurization pipe 20 and is in a closed ring shape, and a bag side connecting plate 24 is arranged between the side supporting bag and the built-in cross supporting plate 18; the bag pressurization pipe 20 is made of a steel pipe with the diameter of 30 mm; the bag side connecting plate 24 is formed by rolling a steel plate with the thickness of 3 mm.
The pressure test body 21 adopts a vibrating wire type pressure sensor.
The top surface of the masonry wall 3 connected with the post-cast ring beam 25 is provided with a wall top connecting groove 26 and a wall top connecting rib 27, and the wall top connecting rib 27 is connected with a ring beam reinforcement cage 28; the second rib net 29 and the edge of the ring beam side mould 30 are adhered into a whole by glue;
the post-cast ring beam 25 is formed by pouring concrete with the strength grade of C35.
The width of the wall top connecting groove 26 is 40mm, and the depth is 50 mm.
The wall top connecting rib 27 is formed by rolling a screw rod with the diameter of 12mm, and the length of the screw rod is 20 cm.
The ring beam reinforcement cage 28 is formed by binding longitudinal reinforcements with the diameter of 20mm and stirrups with the diameter of 8 mm.
The ring beam side die 30 is formed by rolling a steel plate with the thickness of 3 mm.
The ring beam bottom supporting plate 31 is formed by rolling a steel plate with the thickness of 10mm, the cross section of the ring beam bottom supporting plate is in a T shape, the counter-pull anchor bars 32 are formed by rolling screws with the diameter of 20mm, and the ring beam bottom supporting plate 31 penetrates through the two sides of the masonry wall 3 and is fastened through nuts.
The beam mold alignment bolt 33 comprises a screw rod and a nut with the diameter of 30mm, and the fastening directions of the screw rods on the two sides of the nut are opposite.
The supporting beam cover 34 is formed by rolling a steel plate with the thickness of 3mm, the cross section of the supporting beam cover is U-shaped, the clear width of a U-shaped groove is the same as the outer distance of the opposite ring beam side mold 30, and the supporting beam cover 34 is connected with the pressing plate position control bolt 36 through threads; the pressure plate position control bolt 36 is formed by rolling a screw rod with the diameter of 30 mm.
The beam cover positioning rod 35 is formed by rolling a screw rod with the diameter of 30mm and is L-shaped, and the bottom end of the beam cover positioning rod penetrates through the ring beam bottom supporting plate 31 and then is fastened and position-controlled by nuts.
The beam top pressing plate 37 is formed by rolling a steel plate with the thickness of 3mm, is distributed along the length of the post-cast ring beam 25, and is provided with a plate side sealing strip 38 at the interface with the ring beam side mould 30; the plate-side sealing strip 38 is a rubber sheet with a thickness of 3 mm.
Supporting body connecting plates 39 are uniformly arranged on two sides of the post-cast ring beam 25 at intervals along the length direction of the post-cast ring beam 25, and the supporting body connecting plates 39 are firmly connected with the post-cast ring beam 25 through ring beam anchor bars 40; the support connecting plate 39 is formed by rolling a steel plate with the thickness of 10mm, and the ring beam anchor bar 40 is an expansion bolt with the diameter of 30 mm.
The beam side support body 41 comprises a support connecting plate 42, a support body cross rod 43 and a closed side supporting plate 49, and cross rod positioning bolts 44 which are connected with the support body cross rod 43 through threads are arranged on two sides of the support connecting plate 42; the supporting connecting plate 42 and the closed side supporting plate 49 are formed by rolling steel plates with the thickness of 10mm, the supporting body cross rod 43 is formed by rolling a screw rod with the diameter of 30mm, and the cross rod positioning bolt 44 is matched with the supporting body cross rod 43.
The grouting seal plate 45 is formed by rolling a steel plate with the thickness of 3mm and is connected with the closed side supporting plate 49 in a welding manner, an external grouting pipe 46 penetrates through the grouting seal plate 45, and the external grouting pipe 46 is communicated with the grouting connecting pipe 47; the external mud jacking pipe 46 is formed by rolling a steel pipe with the diameter of 60 mm.
The mud jacking connecting pipe 47 is formed by rolling a steel pipe with the diameter of 60mm, is parallel to the whole length of the post-cast ring beam 25 and is connected with a closed side supporting plate 49 through a pipeline supporting rib 50; the pipeline bracing rib 50 is made of a steel pipe with the diameter of 30 mm.
The block compact 48 is made of cement mortar with a strength grade of M15.
The cross section of the joint support plate 51 is in a T shape and is formed by rolling a steel plate with the thickness of 10 mm.
The joint side die 53 is formed by rolling a steel plate with the thickness of 3mm, the cross section of the joint side die is in a fold line shape, and the shape of the joint side die is the same as that of the connecting surface of the structural column 2 between walls and the masonry wall 3.
The directional control body 54 and the steerable control body 55 respectively comprise a screw rod and a nut with the diameter of 30mm, the fastening directions of the screw rods on the two sides of the nut are opposite, and the two ends of the steerable control body 55 are connected with the joint side die 53 and the bidirectional supporting plate 56 through a control body rotating hinge 57; the bidirectional supporting plate 56 is formed by rolling a steel plate with the thickness of 10mm, the cross section of the bidirectional supporting plate is L-shaped, and the position control body rotating hinge 57 is a spherical hinge with the diameter of 30 mm.
The joint casting 58 is made of self-compacting concrete having a strength rating of C35.
The position control groove positioning pipe 59 is formed by rolling a steel pipe with the diameter of 60mm, the bottom end of the position control groove is provided with bag position control grooves 64, and two rows of bag side supporting plates 65 which are opposite up and down are uniformly arranged at intervals along the annular side edge; the bag position control groove 64 is formed by rolling a steel plate with the thickness of 3mm, the cross section of the bag position control groove is in a fold line shape, and the bag side supporting plate 65 is formed by rolling a steel plate with the thickness of 3 mm.
The dense bag 60 is formed by sewing a rubber sheet with the thickness of 2mm, is adhered and connected with the inner side wall of the bag position control groove 64, and the top end of the dense bag is communicated with the vertical pressurizing pipe 61.
The transverse pressurizing pipe 62 and the vertical pressurizing pipe 61 are both steel pipes with a diameter of 30 mm.
The supporting and positioning bag 63 is formed by sewing a rubber sheet with the thickness of 2 mm.
The technical features of the above embodiments can be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the above embodiments are not described, but should be considered as the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only express several embodiments of the present application, and the description thereof is more specific and detailed, but not construed as limiting the scope of the present application. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the concept of the present application, which falls within the scope of protection of the present application. Therefore, the protection scope of the present patent shall be subject to the appended claims.
Claims (10)
1. A construction method of a connection structure of a frame shear wall column and a masonry filler wall is characterized by comprising the following construction steps:
1) construction preparation: constructing a wall bottom cross beam (1), an inter-wall structural column (2) and a masonry wall body (3) to prepare materials and devices required by construction;
2) constructing a constructional column and a first rib net between walls: the limiting bottom groove plate (5) is firmly connected with the wall bottom cross beam (1) through the groove plate fixing bolt (4), the top end of the masonry wall body (3) is provided with a wall top bracing cover (6), the connecting clamping plate (8) is firmly connected with the masonry wall body (3) through the clamping plate fixing bolt (7), a limiting bracing rod (9) on the lower surface of the wall top bracing cover (6) is connected and fastened with the limiting bottom groove plate (5) through a bracing rod fixing bolt (10), after the first rib net (11) is pasted with the edge of the constructional column template (12) into a whole by glue, the constructional column template (12) is inserted onto the wall bottom cross beam (1) from the gap of the guide side plate (13), the transverse position of the constructional column template (12) is limited through the second position control bolt (14), when the concrete pouring construction of the constructional column (16) between walls is carried out, the vertical height of the built-in transverse bracing plate (18) is limited through the locating rod (17), when concrete is poured to the height close to the top of a wall, a built-in cross support plate (18) and a side support bag (19) are arranged between the masonry walls (3) with opposite mirror images, the outer side wall of the side support bag (19) is tightly attached to the masonry walls (3) and a constructional column template (12) through a bag pressurization pipe (20), then concrete pressure pouring construction of a constructional column (16) between walls is carried out through a concrete pouring pipe (15), and the pressure of contacting the concrete is tested through a pressure testing body (21);
3) post-cast ring beam and second rib net construction: cutting wall top connecting grooves (26) on building blocks connected with a masonry wall body (3) and a post-cast ring beam (25), arranging wall top connecting ribs (27), connecting the wall top connecting ribs (27) with a ring beam reinforcement cage (28), sticking a second rib net (29) with the edges of ring beam side dies (30) by glue to form a whole, then arranging ring beam bottom support plates (31) on two sides of the masonry wall body (3) in a mirror symmetry manner, fixing the ring beam bottom support plates (31) by oppositely pulling anchor ribs (32), limiting the space positions of the ring beam side dies (30) by adopting beam mold positioning bolts (33) and the oppositely pulling anchor ribs (32), placing two end pressing plates between the opposite ring beam side dies (30) when the post-cast ring beam (25) is subjected to concrete pouring construction, placing a supporting beam cover (34) at the top ends of the ring beam side dies (30), and inserting the ring beam side dies (30) into U-shaped grooves on the inner side of the supporting beams, a support beam cover (34) is firmly connected with a ring beam bottom support plate (31) through a beam cover positioning rod (35), and then a pressing plate position control bolt (36) is used for applying downward pressure to a beam top pressure plate (37);
4) pressure grouting construction of the building block compact body: supporting body connecting plates (39) are uniformly arranged on two sides of the post-cast ring beam (25) at intervals along the length direction of the post-cast ring beam (25), the supporting body connecting plates (39) are firmly connected with the post-cast ring beam (25) through ring beam anchor bars (40), the transverse position of a supporting connecting plate (42) is controlled through beam side supporting bodies (41), external grouting pipes (46) on grouting sealing plates (45) above and below the post-cast ring beam (25) are communicated with gaps of the masonry wall body (3), grouting is conducted on the external grouting pipes (46) through grouting connecting pipes (47), and building block compact bodies (48) are formed in the gaps of the masonry wall body (3);
5) and (3) construction of a joint pouring body and a third rib net: opposite-pull anchor bars (32) are arranged in masonry walls (3) on two sides of the structural column (2) between the walls, the positions of joint support plates (51) are limited through the opposite-pull anchor bars (32), a third rib net (52) and the edges of joint side dies (53) are adhered into a whole by glue, the spatial positions of the joint side dies (53) are synchronously limited through a directional control body (54) and a steerable control body (55), an external concrete pouring device is adopted for pouring construction of a joint pouring body (58), when the joint pouring body (58) is poured to the height 2/3-3/4 of the joint side dies (53), a position control groove positioning pipe (59) and a compact bag (60) are inserted into a cavity enclosed by the joint side dies (53), the structural column (2) between the walls and the masonry walls (3), and the bottom end of the compact bag (60) is connected with the top surfaces of the joint pouring body (58), synchronously pressurizing the compact bag (60) and the supporting and positioning bag (63) through a vertical pressurizing pipe (61) and a horizontal pressurizing pipe (62), compacting the poured joint perfusion body (58), and pouring the residual height joint perfusion body (58) after taking out the compact bag (60).
2. The construction method of the connection structure of the frame shear wall column and the masonry filler wall according to claim 1, wherein the limit bottom groove plate (5) in the step 2) is provided with screw holes connected with the groove plate fixing bolts (4) and the stay bar fixing bolts (10), the plane of the connecting splint (8) is T-shaped and is respectively arranged on two sides of the bottom of the wall top bracing cover (6), and the connecting splint (8) is vertically welded and connected with the wall top bracing cover (6).
3. The construction method of the connection structure of the frame shear wall column and the masonry filler wall according to claim 1, wherein a shoring cover preformed groove (22) with a rectangular plane is preset on the wall top shoring cover (6) in the step 2), the bottom of the concrete pouring pipe (15) penetrates through the shoring cover preformed groove (22) and is inserted into the built-in cross support plate (18) and the wall constructional column (16), two pairs of guide side plates (13) are arranged on the upper surface of the wall top shoring cover (6), a first position control bolt (23) is arranged on each guide side plate (13), and the first position control bolt (23) is in contact with the constructional column template (12).
4. The construction method of the connection structure of the frame shear wall column and the masonry infilled wall according to claim 1, characterized in that the limit brace rod (9) in step 2) is provided with a screw hole connected with the brace rod fixing bolt (10) and the second position control bolt (14), the first position control bolt (23) and the second position control bolt (14) are formed by screw rolling, the first position control bolt (23) and the second position control bolt (14) are respectively connected with the guide side plate (13) and the limit brace rod (9) through threads, the side bracing pocket (19) is formed by sewing a rubber sheet geomembrane and is communicated with the pocket pressurization pipe (20) to form a closed ring shape, and a pocket side connecting plate (24) is arranged between the side bracing pocket (19) and the built-in cross brace plate (18).
5. The construction method of the connection structure of the frame shear wall column and the masonry infilled wall according to claim 1, characterized in that the beam form positioning bolts (33) in step 3) comprise threaded pipes and threaded rods screwed on both sides of nuts, the fastening directions of the threaded pipes are opposite and are respectively connected with the ring beam side forms (30) and the ring beam bottom bracing plates (31), the split anchor bars (32) are fastened through the nuts after penetrating through the ring beam bottom bracing plates (31) on both sides of the masonry wall (3), the bottom ends of the beam cover positioning rods (35) are fastened and positioned through the nuts after penetrating through the ring beam bottom bracing plates (31), the support beam covers (34) are provided with U-shaped cross sections, the clear width of the U-shaped cross sections is the same as the outer distance of the two opposite ring beam side forms (30), the support beam covers (34) are in threaded connection with the pressing plate positioning bolts (36), and are uniformly arranged at intervals along the length direction of the post-cast ring beams (25), the beam top pressing plate (37) is arranged along the length direction of the post-cast ring beam (25) in a through mode, and a plate side sealing strip (38) is arranged on the joint surface of the beam top pressing plate and the ring beam side mold (30).
6. The construction method of a frame shear wall column and masonry filler wall connection structure according to claim 1, characterized in that the beam side support body (41) in the step 4) comprises a support connecting plate (42), a support body cross rod (43) and a closed side supporting plate (49), cross rod positioning bolts (44) connected with the support body cross rod (43) are arranged on two sides of the support connecting plate (42), one end of the closed side supporting plate (49) is welded with the supporting connecting plate (42), the other end is welded with the grouting sealing plate (45), holes for the supporting bodies at two sides to penetrate through are preset on the supporting connecting plate (42), an external grouting pipe (46) penetrates through the grouting sealing plate (45), and the external grouting pipe (46) is communicated with a grouting connecting pipe (47), and the grouting connecting pipe (47) is parallel to the overall length of the post-cast ring beam (25) and is connected with a closed side supporting plate (49) through a pipeline supporting rib (50).
7. The construction method of the connection structure of the frame shear wall column and the masonry filler wall according to claim 1, wherein the directional control body (54) and the steerable control body (55) in the step 5) respectively comprise a threaded pipe and screw rods screwed on two sides of the threaded pipe, fastening directions of the screw rods on two sides of the threaded pipe are opposite, the two screw rods of the steerable control body (55) are respectively connected with the joint side mold (53) and the bidirectional support plate (56) through a control body rotating hinge (57), the two screw rods of the directional control body (54) are respectively fixedly connected with the joint side mold (53) and the bidirectional support plate (56), and the cross section of the joint side mold (53) is in a zigzag shape and is in the same masonry shape as the connection surface of the structure column (2) and the wall body (3) between walls.
8. The construction method of the connection structure of the frame shear wall column and the masonry filler wall according to claim 1, characterized in that the joint support plates (51) in the step 5) are respectively arranged at two sides of the masonry wall (3), and holes for the opposite-pulling anchor bars (32) to pass through are arranged on the joint support plates (51) connected with the masonry wall (3).
9. The construction method of the connection structure of the frame shear wall column and the masonry infilled wall according to claim 1, characterized in that bag position control grooves (64) are formed in the bottom ends of the position control groove positioning pipes (59) in step 5), two rows of bag side support plates (65) which are opposite to each other up and down are uniformly arranged on the side edges of the position control groove positioning pipes at intervals along a ring shape, the supporting and positioning bags (63) are sewn by rubber sheets and geomembranes, are arranged between the two rows of bag side support plates (65) which are opposite to each other up and down, are adhered and connected with the outer side wall of the position control groove positioning pipes (59), and are communicated with the transverse pressurizing pipes (62), the compact bags (60) are sewn by rubber sheets and geomembranes, are adhered and connected with the inner side wall of the bag position control grooves (64), the top ends of the compact bags are communicated with the vertical pressurizing pipes (61), and the transverse pressurizing pipes (62) are communicated with the vertical pressurizing pipes (61).
10. A connection structure of a frame shear wall column and a masonry filler wall, which is obtained by the construction method of the connection structure of the frame shear wall column and the masonry filler wall according to any one of claims 1 to 9.
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| CN202011538729.6A CN112609841B (en) | 2020-12-23 | 2020-12-23 | Construction method of connection structure of frame shear wall column and masonry filler wall |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| JP2010007431A (en) * | 2008-06-30 | 2010-01-14 | Kumagai Gumi Co Ltd | Manufacturing method for precast beam member |
| KR20150058993A (en) * | 2013-11-21 | 2015-05-29 | 이건호 | The method for constructing the basement |
| CN206015861U (en) * | 2016-07-28 | 2017-03-15 | 上海嘉实（集团）有限公司 | The cast-in-place core body of light block wall |
| CN107905526A (en) * | 2017-09-15 | 2018-04-13 | 中国建筑第四工程局有限公司 | One kind shearing wall column connects batch constructing device and its construction method with beam slab |
| CN207314831U (en) * | 2017-09-15 | 2018-05-04 | 中国建筑第四工程局有限公司 | One kind shearing wall column connects a batch constructing device with beam slab |
| CN110359595A (en) * | 2019-07-23 | 2019-10-22 | 华神建设集团有限公司 | Prefabricated component splices masonry shearwalls and construction method |
| CN211421832U (en) * | 2019-07-23 | 2020-09-04 | 杭州江润科技有限公司 | Masonry wall constructional column pouring device |
-
2020
- 2020-12-23 CN CN202011538729.6A patent/CN112609841B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| JP2010007431A (en) * | 2008-06-30 | 2010-01-14 | Kumagai Gumi Co Ltd | Manufacturing method for precast beam member |
| KR20150058993A (en) * | 2013-11-21 | 2015-05-29 | 이건호 | The method for constructing the basement |
| CN206015861U (en) * | 2016-07-28 | 2017-03-15 | 上海嘉实（集团）有限公司 | The cast-in-place core body of light block wall |
| CN107905526A (en) * | 2017-09-15 | 2018-04-13 | 中国建筑第四工程局有限公司 | One kind shearing wall column connects batch constructing device and its construction method with beam slab |
| CN207314831U (en) * | 2017-09-15 | 2018-05-04 | 中国建筑第四工程局有限公司 | One kind shearing wall column connects a batch constructing device with beam slab |
| CN110359595A (en) * | 2019-07-23 | 2019-10-22 | 华神建设集团有限公司 | Prefabricated component splices masonry shearwalls and construction method |
| CN211421832U (en) * | 2019-07-23 | 2020-09-04 | 杭州江润科技有限公司 | Masonry wall constructional column pouring device |
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| CN112609841A (en) | 2021-04-06 |
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