CN217679835U - High-strength anti-seismic mounting structure of fabricated concrete shear wall - Google Patents
High-strength anti-seismic mounting structure of fabricated concrete shear wall Download PDFInfo
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- CN217679835U CN217679835U CN202221849612.4U CN202221849612U CN217679835U CN 217679835 U CN217679835 U CN 217679835U CN 202221849612 U CN202221849612 U CN 202221849612U CN 217679835 U CN217679835 U CN 217679835U
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Abstract
The utility model relates to an assembled concrete shear force wall high strength antidetonation mounting structure, relate to the field of shear force wall, it includes a plurality of walls bodies that vertical be fixed in ground, and a plurality of walls body are laid along the length direction interval of wall body, the equal fixedly connected with channel-section steel in wall body perpendicular length direction's both sides, the channel-section steel is vertical to be laid, the opening width that one side was kept away from to two channel-section steels each other is narrower than the opening width that is close to one side of each other, it is provided with head rod and second connecting rod to slide respectively on two channel-section steels, still be equipped with on the channel-section steel and be used for the head rod, the locating part of second connecting rod and channel-section steel stable connection, when two adjacent wall body line connection, the head rod on the adjacent wall body links to each other with the second connecting rod, still be equipped with the coupling assembling that is used for head rod and second connecting rod stable connection between the adjacent wall body. This application has the effect of simplifying the reconstruction restoration operation of technical staff to damaged shear force wall after the earthquake, shortens constructor's repair cycle.
Description
Technical Field
The application relates to the technical field of shear walls, in particular to a high-strength anti-seismic mounting structure of an assembly type concrete shear wall.
Background
Shear walls, also called wind-resistant walls, earthquake-resistant walls or structural walls, are walls which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action in houses or structures to prevent the houses from being damaged due to structural shear, and are also called earthquake-resistant walls.
An application number 201920671798.0's chinese patent document discloses a shear resistance device for building wall, including wall structure and strutting arrangement, wall structure's top is opened there is concave groove, it has anticorrosive dampproofing bed course to inlay in the concave groove at wall structure's top, wall structure's top is opened threaded groove, strutting arrangement pass through chemical crab-bolt install in anticorrosive dampproofing bed course's top, chemical crab-bolt cooperatees with threaded groove, strutting arrangement includes end nose girder, five wall body stand, connecting piece and connecting plate, five wall body stand's bottom is through welded fastening in end nose girder's bottom to wall body stand is in end nose girder equidistance distributes, the connecting piece passes through chemical crab-bolt with wall body stand connects fixedly, the bottom of connecting piece is fixed in through anti-pulling crab-bolt bottom end nose girder, the connecting plate passes through chemical crab-bolt with end nose girder's bottom contact.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: when fixing the shear force wall through above-mentioned device, constructor need carry out the integral type with whole wall body and pour, when the wall body runs into earthquake fracture, if technical staff only rebuilds to the fracture part and restores then reduce holistic anti-seismic performance, if technical staff rebuilds to whole wall body and restores, then needs technical staff to pound the whole wall and fall then restore, technical staff's troublesome poeration and construction cycle length.
SUMMERY OF THE UTILITY MODEL
In order to simplify the repair operation of rebuilding of technical staff to the damaged shear wall after the earthquake, shorten constructor's repair cycle, this application provides assembled concrete shear force wall high strength antidetonation mounting structure.
The application provides an assembled concrete shear force wall high strength antidetonation mounting structure adopts following technical scheme:
assembled concrete shear force wall high strength antidetonation mounting structure, including vertical a plurality of walls body that are fixed in ground, and a plurality of walls body are laid along the length direction interval of wall body, the equal fixedly connected with channel-section steel in wall body perpendicular length direction's both sides, the channel-section steel is vertical to be laid, two the opening width that one side was kept away from each other to the channel-section steel is narrower than the opening width that is close to one side of each other, two slide respectively on the channel-section steel and be provided with head rod and second connecting rod, still be equipped with on the channel-section steel and be used for the locating part to head rod, second connecting rod and channel-section steel stable connection, when adjacent two during the wall body line connection, the head rod on the adjacent wall body links to each other with the second connecting rod, and is adjacent still be equipped with the coupling assembling that is used for head rod and second connecting rod stable connection between the wall body.
By adopting the technical scheme, when a technician builds the shear wall, the shear wall is formed by splicing and assembling a plurality of wall bodies, when a certain wall body is damaged by an earthquake, the technician only needs to disassemble and reassemble the damaged wall body without rebuilding and maintaining all the wall bodies, thereby saving the maintenance work of the technician during rebuilding and shortening the rebuilding period; the arranged channel steel supports the wall body in the vertical direction, so that the seismic performance of the wall body in the vertical direction is improved, and the problem of lateral bending of the wall body is reduced; the first connecting rod and the second connecting rod are arranged on the wall body, so that technicians can fix the wall body conveniently; when the wall body after damaging is reassembled fixedly, the technical staff makes the head rod and the second connecting rod on the same wall body stably located on the wall body through the limiting parts, and the head rod and the second connecting rod on the adjacent wall body are stably connected through the connecting assemblies, so that the technical staff can be rebuilt easily and conveniently.
Optionally, the locating part includes the gag lever post, the gag lever post rotates and sets up on the channel-section steel, and the gag lever post keeps away from the one end of channel-section steel and is equipped with the fixed block, the fixed slot has all been seted up to the lateral wall of head rod and second connecting rod, the fixed block activity inserts in the fixed slot.
Through adopting above-mentioned technical scheme, when technical staff slided head rod or second connecting rod to gag lever post department, technical staff made the fixed block of gag lever post tip insert in the fixed slot through stirring the gag lever post, made head rod, second connecting rod be difficult for sliding from top to bottom along the length direction of channel-section steel, fixed the position of head rod, second connecting rod and wall body to promote the stability after two adjacent wall body installations.
Optionally, the connecting assembly includes an adjusting screw, an adjusting groove is formed in one side, close to each other, of the first connecting rod and the second connecting rod on the adjacent wall bodies, the adjusting screw is horizontally arranged between the two adjacent wall bodies, two ends of the adjusting screw respectively extend into the adjusting grooves on the first connecting rod and the second connecting rod, and external threads with the same thread pitch and opposite threads are formed in two ends of the adjusting screw.
Through adopting above-mentioned technical scheme, when the wall body needs the assembly, the technical staff removes two wall bodies to same straight line, head rod on a wall body and the second connecting rod on another wall body are located same straight line, stretch into the adjustment tank on head rod and the second connecting rod respectively with adjusting screw's both ends this moment, when the technical staff removes two wall bodies and is close to each other, the technical staff is through rotatory adjusting screw, the head rod is close to mutually with the second connecting rod, thereby make two wall bodies remain stable connection, thereby difficult length direction motion along the wall body takes place the separation, and then promote the anti-seismic performance of the shear force wall that a plurality of wall bodies are constituteed.
Optionally, the connecting assembly includes a positioning block, a positioning hole is formed in the first connecting rod, the positioning block is fixed to the second connecting rod, the positioning block is movably inserted into the positioning hole, and a positioning element for keeping the relative position of the positioning block and the positioning hole constant is further arranged on the connecting rod.
Through adopting above-mentioned technical scheme, when needs assemble the wall body, the technical staff removes two wall bodies and is close to, and insert the locating piece on the second connecting rod on a wall body in the locating hole on the head rod on another wall body, make head rod and the difficult displacement that takes place the horizontal direction of second connecting rod, thereby make adjacent wall body be difficult for taking place wall body length direction's slip, and make the locating piece stably be located the locating hole through the setting element, thereby make head rod and second connecting rod stable connection, and then make two adjacent wall body stable connections.
Optionally, the setting element includes positioning bolt, first fixed orifices has been seted up on the head rod, the second fixed orifices has been seted up on the second connecting rod, and when two adjacent wall bodies spliced, first fixed orifices is coaxial with the second fixed orifices, positioning bolt's free end activity insert first fixed orifices and second fixed orifices and with the equal screw thread adaptation of first fixed orifices, second fixed orifices.
Through adopting above-mentioned technical scheme, when the locating piece on the second connecting rod inserted the locating hole on the head rod, technical staff further promoted the stability that head rod and second connecting rod are connected with the free end of positioning bolt screw in first fixed orifices and second fixed orifices in proper order, and then promoted adjacent wall connection's stability.
Optionally, the adjusting assembly includes a fixing screw, the fixing screw is rotatably disposed between two adjacent walls, the fixing screw is vertically disposed, a fixing sleeve is threadedly assembled on the fixing screw, one end of the first connecting rod, which is close to the second connecting rod, is rotatably connected to a support rod, and the two support rods are rotatably connected to the outer peripheral side of the fixing sleeve respectively.
Through adopting above-mentioned technical scheme, when needs assemble the wall body, the technical staff removes two wall bodies to clamping screw's both sides, and rotate bracing piece on with bracing piece on the head rod and the bracing piece on the second connecting rod respectively with clamping sleeve's relative both sides and be connected, the technical staff rotates clamping screw this moment, it is close to clamping sleeve to make the bracing piece rotate, and then make two wall bodies be close to clamping sleeve, and through clamping sleeve and clamping screw's auto-lock, make two adjacent wall bodies stable connection.
Optionally, ground is fixed with the mount pad, the mounting groove has been seted up to the upper surface of mount pad, the direction of seting up of mounting groove with the length direction of wall body is unanimous, just in the vertical installation groove that inserts of wall body, the bottom of wall body and the inboard wall of mounting groove are laminated mutually, just the vertical anchor bar that is fixed with in the mounting groove, the bottom of wall body is seted up and is supplied anchor bar male spacing groove.
Through adopting above-mentioned technical scheme, when assembling the wall body, the technical staff installs the wall body in the mounting groove, installation easy operation, and the bottom of wall body and the inboard wall laminating of mounting groove mutually, make wall body stable installation in the mounting groove, the difficult emergence slope of wall body promotes the stability of wall body, and inserts the spacing inslot of wall body bottom through the anchor bar of fixing in the mounting groove, further promotes the stability of wall body installation.
Optionally, the anchor bars are further coaxially sleeved with damping springs, and two ends of each damping spring are respectively abutted against the inner bottom wall of the mounting groove and the bottom side of the wall body.
Through adopting above-mentioned technical scheme, when the installation, the technical staff at first is fixed in ground with the mount pad, installs the wall body in the mounting groove, makes damping spring and the interior diapire of mounting groove and the bottom looks butt of wall body, and there is certain buffer capacity in the wall body when making small-size earthquake through damping spring, reduces the direct rigid deformation of taking place of wall body and takes place the fracture to promote the anti-seismic performance of wall body.
In summary, the present application includes at least one of the following beneficial technical effects:
1. through the arranged channel steel, the first connecting rod and the second connecting rod, the channel steel stably supports the wall body, and meanwhile, the reconstruction and repair work of technicians on the wall body after an earthquake is simplified;
2. by the aid of the connecting assembly, adjacent walls are stably connected and are not prone to moving along the length direction of the walls;
3. through the mount pad, anchor bar and the damping spring that set up, further promote the stability of wall body installation, the slope takes place when reducing the wall body earthquake, and carries out the shock attenuation to the wall body through the damping spring who sets up.
Drawings
FIG. 1 is a schematic overall structure diagram of a high-strength earthquake-proof installation structure of an assembled concrete shear wall in the embodiment 1 of the application;
fig. 2 is a schematic view of a connection structure between two adjacent walls in embodiment 1 of the present application;
FIG. 3 is a schematic structural view of a mounting base in embodiment 1 of the present application;
fig. 4 is a schematic view of a connection structure between two adjacent walls in embodiment 2 of the present application;
fig. 5 is a schematic view of a connection structure of a first connecting rod and a second connecting rod in embodiment 2 of the present application;
fig. 6 is a schematic view of a connection structure between two adjacent walls in embodiment 3 of the present application;
fig. 7 is a schematic view of a connection structure of a first connection rod and a second connection rod in embodiment 3 of the present application.
Reference numerals: 1. a wall body; 11. channel steel; 12. a first connecting rod; 13. a second connecting rod; 2. a mounting seat; 21. mounting grooves; 22. anchoring ribs; 3. a stopper; 31. a limiting rod; 32. a fixed block; 33. a limiting spring; 4. a connection assembly; 41. adjusting the screw rod; 42. an adjustment groove; 43. positioning a block; 44. positioning holes; 45. a positioning member; 451. positioning a bolt; 452. a first fixing hole; 453. a second fixing hole; 46. fixing the screw rod; 47. a support bar; 48. and fixing the sleeve.
Detailed Description
The present application is described in further detail below with reference to figures 1-7.
The embodiment of the application discloses assembled concrete shear wall high strength antidetonation mounting structure.
Example 1
Referring to fig. 1, the fabricated concrete shear wall high-strength earthquake-resistant installation structure includes an installation base 2 fixed on the ground, and a plurality of wall bodies 1 vertically arranged on the installation base 2, wherein the plurality of wall bodies 1 are arranged in the installation slot 21 at intervals along the arrangement direction of the installation slot 21 and are spliced to form the shear wall, and the wall bodies 1 are further provided with a connecting mechanism for connecting two adjacent wall bodies 1.
Referring to fig. 1 and 2, two sides of a wall 1 perpendicular to the arrangement direction of the installation grooves 21 are fixedly connected with channel steel 11, in this embodiment, the channel steel 11 is integrally cast with the wall 1, the channel steel 11 is vertically arranged along the height direction of the wall 1, and a groove of the channel steel 11 is a T-shaped groove; a first connecting rod 12 is slidably arranged in a groove of one channel steel 11 on the same wall body 1, a second connecting rod 13 is slidably arranged in a groove of the other channel steel 11, one side, close to each other, of the first connecting rod 12 and the second connecting rod 13 on the same wall body 1 is also in a T shape, in the embodiment, two groups of the first connecting rod 12 and two groups of the second connecting rod 13 are arranged at intervals along the height direction of the wall body 1, in other embodiments, the first connecting rod 12 and the second connecting rod 13 can be arranged into three groups, four groups, five groups and the like according to actual conditions, the arrangement mode is consistent with the embodiment, and a limiting part 3 for limiting the first connecting rod 12 and the second connecting rod 13 is arranged on the wall body 1; when two adjacent wall bodies 1 are spliced into a shear wall, the first connecting rods 12 on the two adjacent wall bodies 1 are connected with the second connecting rods 13, and the wall bodies 1 are provided with connecting assemblies 4 for stably connecting the second connecting rods 13 with the second connecting rods 13.
Referring to fig. 2, coupling assembling 4 includes adjusting screw 41, the one end that channel-section steel 11 was kept away from to head rod 12 has been seted up adjustment tank 42, the one end that channel-section steel 11 was kept away from to second connecting rod 13 has been seted up adjustment tank 42, adjusting screw 41 level is laid between two adjacent wall bodies 1, adjusting screw 41's one end stretches into in the adjustment tank 42 of head rod 12 on a wall body 1, and the other end stretches into in the adjustment tank 42 of second connecting rod 13 on the adjacent wall body 1, and the same opposite external screw thread of pitch has been seted up at adjusting screw 41's both ends, adjusting screw 41's both ends respectively with two adjustment tank 42 screw-thread adaptations.
Referring to fig. 2, the limiting member 3 includes a limiting rod 31, the limiting rod 31 is provided with two limiting rods 31, the two limiting rods 31 are arranged on two opposite sides of the wall surface, one end of the limiting rod 31 is rotatably connected with the side surface of the wall body 1, the rotation axis of the limiting rod 31 is vertical, one side of the limiting rod 31 close to the side surface of the wall body 1 is fixedly connected with a limiting spring 33 in a stretching state, one end of the limiting spring 33 far away from the limiting rod 31 is fixedly connected with the side surface of the wall body 1, one end of the limiting rod 31 far away from the end rotatably connected with the wall body 1 is fixedly connected with a fixing block 32, fixing grooves are formed in two opposite sides of the first connecting rod 12 and the second connecting rod 13 along the length direction of the wall body 1, and the fixing block 32 is movably inserted into the fixing grooves; when the technical staff installed head rod 12, with head rod 12 the inslot that slides into channel-section steel 11, until sliding to gag lever post 31 department, the technical staff stirred two gag lever posts 31, make two gag lever posts 31 rotate and keep away from each other, when head rod 12 was located same plane with two gag lever posts 31, the technical staff loosened gag lever post 31, make the fixed block 32 of gag lever post 31 tip insert in the fixed slot on head rod 12, make head rod 12 be difficult for sliding in the inslot of channel-section steel 11, and then make head rod 12 and channel-section steel 11 keep the invariant of relative position, the mounting means of second connecting rod 13 is unanimous with the mounting means of head rod 12.
Referring to fig. 1 and 3, the mounting seat 2 is fixed on the ground, the mounting groove 21 is formed in the upper surface of the mounting groove 21, the forming direction of the mounting groove 21 is consistent with the length direction of the wall 1, a plurality of anchor bars 22 are vertically fixed in the mounting groove 21, the anchor bars 22 are arranged at intervals along the forming direction of the mounting groove 21, a limiting groove for the anchor bars 22 to penetrate is formed in the bottom side of the wall 1, four anchor bars 22 and limiting grooves are arranged in the embodiment corresponding to one wall 1, in other embodiments, two, three, five, etc. anchor bars 22 and limiting grooves can be arranged according to the actual length requirement of the wall 1, the forming mode is consistent with the embodiment, a damping spring is coaxially sleeved on the outer peripheral side of each anchor bar 22, and the bottom end and the top end of the damping spring are respectively abutted to the inner bottom wall of the mounting groove 21 and the bottom side of the wall 1.
The implementation principle of the assembly type concrete shear wall high-strength anti-seismic mounting structure in the embodiment 1 of the application is as follows: when assembling the shear wall, firstly, a technician fixes the mounting seat 2 to the ground in a pouring manner, splices the two walls 1, fixes the first connecting rods 12 and the second connecting rods 13 on the two walls 1 through the adjusting screws 41, then inserts the two walls 1 into the mounting groove 21, inserts the anchor bars 22 in the mounting groove 21 into the limiting grooves at the bottom of the walls 1, abuts the spring against the bottom of the walls 1 to absorb shock, fixes the walls 1 and the mounting seat 2 by pouring concrete into the mounting groove 21, and pours polyurethane between the two walls 1 to fill the gap between the two walls 1 and simultaneously absorb shock between the two walls 1 to a certain extent after pouring the multiple walls 1 and the mounting seat 2; when a certain part of the wall body 1 is damaged due to an earthquake, technicians smash the damaged wall body 1 independently, and then reassemble and fix the lost wall body 1, so that the workload of smashing the whole wall body 1 for rebuilding by the technicians is reduced.
Example 2
Referring to fig. 4 and 5, embodiment 2 of the present application differs from embodiment 1 in that: on the same wall body 1, the height of the second connecting rod 13 is slightly higher than that of the first connecting rod 12, and when the first connecting rod 12 and the second connecting rod 13 on the adjacent wall bodies 1 are close to each other, the upper surface of the first connecting rod 12 is attached to the lower surface of the second connecting rod 13; connecting assembly 4 includes locating piece 43, and locating hole 44 has been seted up to the one end that channel-section steel 11 was kept away from to head rod 12, and locating piece 43 fixed connection keeps away from the one end of channel-section steel 11 in second connecting rod 13, and in locating hole 44 on the adjacent head rod 12 of locating piece 43 activity insert on second connecting rod 13, when locating piece 43 inserts in locating hole 44, head rod 12 is inseparable with being connected of second connecting rod 13, difficult separation.
Referring to fig. 4 and 5, in order to further improve the stability of the first connecting rod 12 and the second connecting rod 13, the connecting rods are further provided with a positioning element 45, the positioning element 45 includes a positioning bolt 451, the first connecting rod 12 is provided with a first fixing hole 452, the second connecting rod 13 is provided with a second fixing hole 453, and when the positioning block 43 is inserted into the positioning hole 44, the first fixing hole 452 is coaxial with the second fixing hole 453, the free end of the positioning bolt 451 is movably inserted into the first fixing hole 452 and the second fixing hole 453, and the positioning bolt 451 is in threaded fit with both the first fixing hole 452 and the second fixing hole 453.
The implementation principle of the assembly type concrete shear wall high-strength anti-seismic mounting structure in the embodiment 3 of the application is as follows: when assembling the shear wall, firstly, a technician fixedly installs one wall body 1 in the mounting seat 2, and then moves the other wall body 1 to the vicinity of the fixed wall body 1, so that the first connecting rod 12 and the second connecting rod 13 on the adjacent wall bodies 1 approach to each other, then, the technician adjusts the position of the wall body 1, so that the fixing block 32 on the second connecting rod 13 is inserted into the fixing hole on the first connecting rod 12, so that the first connecting rod 12 and the second connecting rod 13 are not easy to slide along the length direction of the wall body 1, and then, the technician sequentially screws the positioning bolt 451 into the first fixing hole 452 and the second fixing hole 453, so as to further improve the stability of the connection of the first connecting rod 12 and the second connecting rod 13, and thus, the stability of the two adjacent wall bodies 1 is improved.
Example 3
Referring to fig. 6 and 7, embodiment 3 of the present application differs from embodiment 1 in that: coupling assembling 4 includes clamping screw 46, clamping screw 46 rotates to be connected in the mount pad 2 between two adjacent wall bodies 1, and clamping screw 46 lays along the direction of height of wall body 1, and threaded connection on clamping screw 46 has fixing sleeve 48, the last head rod 12 of adjacent wall body 1 all rotates with one side that second connecting rod 13 is close to each other and is connected with bracing piece 47, the axis level of bracing piece 47 and the thickness direction of wall body 1 are unanimous, the one end that two adjacent bracing pieces 47 are close to each other rotates with fixing sleeve 48's periphery side respectively and is connected, and the axis of rotation is unanimous with the thickness direction of wall body 1.
The implementation principle of the assembly type concrete shear wall high-strength anti-seismic mounting structure in the embodiment 3 of the application is as follows: when assembling the shear wall, a technician firstly moves two wall bodies 1 to the same straight line, and rotates two support rods 47 by rotating the fixing screw rods 46, so as to adjust the distance between the two wall bodies 1, after the distance is adjusted, the technician inserts the two wall bodies 1 and the fixing screw rods 46 into the mounting base 2, so that the fixing screw rods 46 are rotatably connected with the mounting base 2, and the anchor bars 22 in the mounting base 2 are inserted into the limiting holes at the bottom of the wall body 1 for fixing, and then the technician pours concrete into the connecting part of the wall body 1 and the mounting base 2 for further reinforcement.
The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. Assembled concrete shear force wall high strength antidetonation mounting structure, its characterized in that: including a plurality of walls (1) of vertical being fixed in ground, and a plurality of walls (1) are laid along the length direction interval of wall (1), the equal fixedly connected with channel-section steel (11) in wall (1) perpendicular length direction's both sides, channel-section steel (11) are vertical to be laid, two the opening width that one side was kept away from each other to channel-section steel (11) is narrower than the opening width that is close to one side of each other, two slide respectively on channel-section steel (11) and be provided with head rod (12) and second connecting rod (13), still be equipped with on channel-section steel (11) and be used for head rod (12), second connecting rod (13) and locating part (3) of channel-section steel (11) stable connection, when adjacent two during wall body (1) line connection, head rod (12) on adjacent wall body (1) link to each other with second connecting rod (13), adjacent still be equipped with coupling assembling (4) that are used for head rod (12) and second connecting rod (13) stable connection between wall body (1).
2. The fabricated concrete shear wall high-strength earthquake-resistant installation structure as defined in claim 1, wherein: locating part (3) include gag lever post (31), gag lever post (31) rotate and set up on channel-section steel (11), and gag lever post (31) keep away from the one end of channel-section steel (11) and be equipped with fixed block (32), the fixed slot has all been seted up with the lateral wall of second connecting rod (13) in head rod (12), fixed block (32) activity inserts in the fixed slot.
3. The fabricated concrete shear wall high-strength earthquake-resistant installation structure as defined in claim 2, wherein: the connecting assembly (4) comprises adjusting screws (41), adjusting grooves (42) are formed in one side, close to each other, of the first connecting rod (12) and the second connecting rod (13) on the adjacent wall bodies (1), the adjusting screws (41) are horizontally distributed between the two adjacent wall bodies (1), two ends of each adjusting screw (41) respectively extend into the adjusting grooves (42) on the first connecting rod (12) and the second connecting rod (13) and are in thread fit with the two adjusting grooves (42), and external threads with the same thread pitch and the opposite thread pitch are formed in two ends of each adjusting screw (41).
4. The fabricated concrete shear wall high-strength earthquake-resistant mounting structure of claim 2, wherein: the connecting assembly (4) comprises a positioning block (43), a positioning hole (44) is formed in the first connecting rod (12), the positioning block (43) is fixed to the second connecting rod (13), the positioning block (43) is movably inserted into the positioning hole (44), and a positioning piece (45) used for keeping the relative position of the positioning block (43) and the positioning hole (44) constant is further arranged on the connecting rod.
5. The fabricated concrete shear wall high-strength earthquake-resistant mounting structure of claim 4, wherein: the positioning piece (45) comprises a positioning bolt (451), a first fixing hole (452) is formed in the first connecting rod (12), a second fixing hole (453) is formed in the second connecting rod (13), when two adjacent walls (1) are spliced, the first fixing hole (452) is coaxial with the second fixing hole (453), the free end of the positioning bolt (451) is movably inserted into the first fixing hole (452) and the second fixing hole (453) and is in threaded fit with the first fixing hole (452) and the second fixing hole (453).
6. The fabricated concrete shear wall high-strength earthquake-resistant mounting structure of claim 2, wherein: the connecting assembly (4) comprises a fixing screw (46), the fixing screw (46) is rotatably arranged between two adjacent walls (1), the fixing screw (46) is vertically arranged, a fixing sleeve (48) is assembled on the fixing screw (46) in a threaded manner, one end, close to each other, of each of the first connecting rod (12) and the second connecting rod (13) is rotatably connected with a supporting rod (47), and the supporting rods (47) are respectively rotatably connected with the outer peripheral side of the fixing sleeve (48).
7. The fabricated concrete shear wall high-strength earthquake-resistant mounting structure of claim 1, wherein: ground is fixed with mount pad (2), mounting groove (21) have been seted up to the upper surface of mount pad (2), the orientation of seting up of mounting groove (21) with the length direction of wall body (1) is unanimous, just in wall body (1) vertical insertion mounting groove (21), the bottom of wall body (1) is laminated mutually with the inboard wall of mounting groove (21), just vertical anchor bar (22) that is fixed with in mounting groove (21), supply anchor bar (22) male spacing groove has been seted up to the bottom of wall body (1).
8. The fabricated concrete shear wall high-strength earthquake-resistant installation structure of claim 7, wherein: and the anchor bars (22) are also coaxially sleeved with damping springs, and two ends of each damping spring are respectively abutted against the inner bottom wall of the mounting groove (21) and the bottom side of the wall body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221849612.4U CN217679835U (en) | 2022-07-18 | 2022-07-18 | High-strength anti-seismic mounting structure of fabricated concrete shear wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221849612.4U CN217679835U (en) | 2022-07-18 | 2022-07-18 | High-strength anti-seismic mounting structure of fabricated concrete shear wall |
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| CN217679835U true CN217679835U (en) | 2022-10-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116397779A (en) * | 2023-05-26 | 2023-07-07 | 成都建工第六建筑工程有限公司 | Connecting device for assembled connecting column and construction method |
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- 2022-07-18 CN CN202221849612.4U patent/CN217679835U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116397779A (en) * | 2023-05-26 | 2023-07-07 | 成都建工第六建筑工程有限公司 | Connecting device for assembled connecting column and construction method |
| CN116397779B (en) * | 2023-05-26 | 2023-10-27 | 成都建工第六建筑工程有限公司 | Connecting device for assembled connecting column and construction method |
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