CN114277973B - Shear wall reinforcing structure and construction method thereof - Google Patents
Shear wall reinforcing structure and construction method thereof Download PDFInfo
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- CN114277973B CN114277973B CN202111604878.2A CN202111604878A CN114277973B CN 114277973 B CN114277973 B CN 114277973B CN 202111604878 A CN202111604878 A CN 202111604878A CN 114277973 B CN114277973 B CN 114277973B
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Abstract
The utility model relates to a shear force wall reinforced structure, relate to shear force wall reinforcing apparatus's technical field, including two support frames, the support frame sets up the both sides at the shear force wall respectively, be provided with coupling mechanism on the support frame, coupling mechanism is used for running through the shear force wall and is connected with two support frames, coupling mechanism includes two connecting cylinders and a connecting piece, a connecting cylinder one end is rotated and is connected on a support frame, the connecting piece includes first thread end, second thread end and revolves the end of revolving, first thread end and second thread end are located respectively and revolve wrong end both sides, first thread end and second thread of thread end revolve to opposite, first thread end and the coaxial setting of second thread end, first thread end and second thread end respectively with two connecting cylinder tip threaded connection. This application has the effect consuming time of the construction that reduces to consolidate the shear force wall.
Description
Technical Field
The application relates to the technical field of shear wall reinforcing devices, in particular to a shear wall reinforcing structure and a construction method thereof.
Background
The shear wall is a wall body which mainly bears horizontal load and vertical load caused by wind load or earthquake action in a house or a structure and prevents the structure from shearing and damaging. The shear wall plays an important role in improving the structural strength of a building, so that the strength of the shear wall is damaged after mechanical damage or wall aging, and the shear wall needs to be reinforced in time.
The related shear wall reinforcing structure is achieved by installing the metal structural members on the shear wall, the metal structural members can be made of materials with good structural strength such as metal plates and angle steel, constructors set holes in the shear wall, the metal structural members can be installed on the wall surface of the shear wall through fixing members such as bolts, when the shear wall bears horizontal shear force, the horizontal shear force can be transmitted to the metal structural members, the metal structural members can support the shear wall, and the shear force borne by the shear wall is improved.
The above related technical solutions have the following drawbacks: when the surface area of the shear wall is large, more holes need to be formed in the shear wall for installing the metal structural member, so that the time consumption for installing the reinforcing structure is high, and inconvenience is caused.
Disclosure of Invention
In order to reduce the construction time consumption of reinforcing the shear wall, the application provides a shear wall reinforcing structure and a construction method thereof.
The application provides a shear force wall reinforced structure adopts following technical scheme:
the utility model provides a shear force wall reinforced structure, including two support frames, the support frame sets up the both sides at the shear force wall respectively, be provided with coupling mechanism on the support frame, coupling mechanism is used for running through the shear force wall and is connected with two support frames, coupling mechanism includes two connecting cylinders and a connecting piece, a connecting cylinder one end is rotated and is connected on a support frame, the connecting piece includes the first thread end, the second thread end is twisted the end with revolving, the first thread end is located respectively with the second thread end and is twisted the end both sides soon, the first thread end is revolved to opposite with the two screw threads of thread end, the first coaxial setting of first thread end and second thread end, first thread end and second thread end respectively with two connecting cylinder tip threaded connection.
Through adopting above-mentioned technical scheme, through setting up coupling mechanism between the support frame, after the user sets up the hole on the shear force wall, can connect the support frame that is located shear force wall both sides through the connecting piece, the user can make two connecting cylinders remove in opposite directions through revolving soon the connecting piece, and then make the support frame that sets up in shear force wall both sides can the butt on the shear force wall, and then make the support frame can support the shear force wall, reach the effect that promotes the shear force wall and bear horizontal shear force, through making the support frame centre gripping shear force wall that is located shear force wall both sides, reach the effect of installing the support frame on the shear force wall fast, can reduce the construction of consolidating the shear force wall consuming time.
Optionally, the support frame includes height-adjusting frame, a plurality of balladeur train and two fixed plates, and height-adjusting frame and balladeur train one end are connected with a fixed plate, and height-adjusting frame is used for stretching out and drawing back and adjusts the interval of two fixed plates, and the balladeur train freely stretches out and draws back and length is the same with height-adjusting frame length, and the fixed plate is used for installing on the wall, and height-adjusting frame and balladeur train are used for the butt on the shear force wall surface.
Through adopting above-mentioned technical scheme, through setting up height-adjusting frame and balladeur train on the fixed plate, the user of service can adjust the length of height-adjusting frame, makes two fixed plates of height-adjusting frame jack-up, and then makes the fixed plate can fix on floor and ceiling of shear force wall one side, and at the in-process of the vertical removal of fixed plate, the balladeur train can stretch out and draw back automatically to make the balladeur train the same with the length of height-adjusting frame.
Optionally, a plurality of shaft seats are connected to the fixing plate, the end portions of the height adjusting frame and the sliding frame are rotatably connected to the fixing plate through the shaft seats, a plurality of connecting holes are formed in the fixing plate, and the fixing plate is fixed to the wall through connecting hole bolts.
Through adopting above-mentioned technical scheme, through setting up the axle bed on the fixed plate, make the height-adjusting frame and balladeur train rotate with the fixed plate and be connected, and then make the relative height-adjusting frame of fixed plate rotate, the user of service can connect the fixed plate on ceiling or shear force wall to make things convenient for user of service fixed stay frame, promote the stability of support frame in shear force wall one side.
Optionally, the height-adjusting frame comprises two cylinders and a connecting rod, one cylinder is connected to a fixing plate, one end of the cylinder is connected with the fixing plate in a rotating mode, the other end of the cylinder is connected with the connecting rod in a detachable mode, the connecting rod comprises a first threaded portion, a second threaded portion and a screwing portion, the first threaded portion and the second threaded portion are located on two sides of the screwing portion respectively, the first threaded portion and the second threaded portion are arranged coaxially, the screwing directions of the first threaded portion and the second threaded portion are opposite, and the first threaded portion and the second threaded portion are connected with one cylinder in a threaded mode respectively.
Through adopting above-mentioned technical scheme, through rotating the connection barrel on the fixed plate, set up the connecting rod between two barrels, the user can rotate through the spanner and revolve the portion of twisting, and then make two barrels move in opposite directions or leave the motion mutually, reach the effect of adjusting height-adjusting frame overall length, and the barrel passes through threaded connection with the connecting rod, can follow height-adjusting frame length direction and bear pressure to promote the structural strength of support frame.
Optionally, a plurality of first supporting rods are connected to the barrel, a first abutting plate is connected to the first supporting rods, and the first abutting plate is used for abutting against the surface of the shear wall.
Through adopting above-mentioned technical scheme, through set up bracing piece one on the barrel, connect butt plate one on bracing piece one, make butt plate one can laminate on the shear force wall surface, and then make bracing piece one can support butt plate one, make shear force wall receive shear stress can transmit to bracing piece one and butt plate one on, promote shear force wall and bear shear stress's ability, reduce shear force wall atress destroyed probability.
Optionally, the sliding frame comprises a first sleeve and a second sleeve, the first sleeve is rotatably connected to one fixing plate, the second sleeve is rotatably connected to the other fixing plate, the first sleeve is slidably connected with the second sleeve, the first sleeve is inserted into the second sleeve, the first sleeve slides along the length direction of the second sleeve, and the sliding frame is used for abutting against the wall surface of the shear wall.
Through adopting above-mentioned technical scheme, through rotate connecting sleeve one and sleeve two on the fixed plate respectively, make sleeve one and two sliding connection of sleeve, when the height-adjusting frame length change, sleeve one can freely slide with sleeve two, and then make the length of balladeur train equal the interval of two fixed plates all the time, through making sleeve one insert in sleeve two, the axle bed is passed through to one end on the sleeve one, the other end passes through sleeve two spacingly, thereby make the balladeur train can bear with balladeur train vertically shear stress, when the balladeur train butt is on the shear force wall, can play the effect of supporting the shear force wall.
Optionally, the sliding frame is connected with a plurality of second supporting rods, the second supporting rods are connected with second abutting plates, and the second abutting plates are used for abutting against the surface of the shear wall.
Through adopting above-mentioned technical scheme, through connecting bracing piece two on the balladeur train, connect butt plate two on bracing piece two, make butt plate two can laminate on the shear force wall, when bearing horizontal shearing force on the shear force wall, butt plate two can support the shear force wall, reach the ability that promotes the shear force wall and bear shear stress.
The construction method of the shear wall reinforcing structure adopts the following technical scheme:
a construction method of a shear wall reinforced structure comprises the following steps:
s1: a plurality of holes are formed in the shear wall;
s2: respectively arranging the support frames at two sides of the shear wall, and enabling the connecting cylinders on the support frames to face the holes of the shear wall;
s3: inserting the connecting piece into the hole, so that two ends of the connecting piece are respectively connected to the two connecting cylinders;
s4: screwing the connecting piece until the supporting frame abuts against the shear wall;
s5: adjusting the height-adjusting frame to lift the height-adjusting frame;
s6: two fixing plates on the supporting frame are respectively connected to the floor and the ceiling.
Through adopting above-mentioned technical scheme, through seting up the hole on the shear force wall, make the connecting piece can run through the shear force wall, the connecting piece can be connected on two connecting cylinders, and then make two support frames that are located shear force wall both sides interconnect and centre gripping shear force wall, through the adjustment height frame, make the height frame extend, and then make the height frame top move two fixed plates, make the fixed plate top on ceiling and floor, make things convenient for user's installation fixed plate, make the support frame supporting range increase, promote the ability that shear force wall bore shear stress.
The construction method of the shear wall reinforcing structure adopts the following technical scheme:
to sum up, the beneficial technical effect of this application does:
1. by arranging the connecting mechanism between the supporting frames, a user can connect the supporting frames on the two sides of the shear wall through the connecting piece after opening holes on the shear wall, and the user can make the two connecting cylinders move oppositely by screwing the connecting piece, so that the supporting frames on the two sides of the shear wall can be abutted against the shear wall, and the supporting frames can support the shear wall, thereby achieving the effect of improving the transverse shear force borne by the shear wall;
2. the height adjusting frame and the sliding frame are arranged on the fixed plates, so that a user can adjust the length of the height adjusting frame to enable the height adjusting frame to jack up the two fixed plates, the fixed plates can be fixed on a floor and a ceiling on one side of a shear wall, and the sliding frame can automatically stretch and retract in the vertical moving process of the fixed plates, so that the lengths of the sliding frame and the height adjusting frame are the same;
3. through set up bracing piece one on the barrel, connect butt board one on bracing piece one, make butt board one can laminate on shear force wall surface, and then make bracing piece one can support butt board one, make shear force wall receive shear stress can transmit to bracing piece one and butt board one, promote shear force wall and bear shear stress's ability, reduce shear force wall atress destroyed probability.
Drawings
Fig. 1 is a schematic view of a use state of an embodiment of the present application.
Fig. 2 is a schematic structural diagram of an embodiment of the present application.
Fig. 3 is a schematic structural diagram of an elevation frame according to an embodiment of the present application.
Fig. 4 is a schematic structural diagram of a carriage according to an embodiment of the present application.
Fig. 5 is a schematic structural diagram of a connection mechanism according to an embodiment of the present application.
Reference numerals: 1. heightening; 11. a barrel; 12. a connecting rod; 121. a first threaded part; 122. a second threaded part; 123. a screwing part; 13. a first supporting rod; 14. abutting against the first plate; 2. a carriage; 21. a first sleeve; 22. a second sleeve; 23. a second supporting rod; 24. a second abutting plate; 3. a fixing plate; 31. a shaft seat; 32. connecting holes; 4. a connecting mechanism; 41. a connecting cylinder; 42. a connecting member; 421. a first threaded end; 422. a second threaded end; 423. and screwing the end.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses shear force wall reinforced structure. Referring to fig. 1 and 2, including two support frames, the support frame is used for installing in the both sides of shear force wall, be provided with a plurality of coupling mechanism 4 on the support frame, the hole has been seted up on the shear force wall, coupling mechanism 4 runs through the hole of shear force wall and connects two support frames to make the support frame can stably connect on the both sides of shear force wall on the surface, through making the support frame butt at the shear force wall on the surface, and then make the support frame play the supporting role to the shear force wall, can promote the effect that the shear force wall resisted horizontal shearing force.
Referring to fig. 1 and 2, every support frame includes an increase frame 1, two balladeur train 2 and two fixed plates 3, increase frame 1 and balladeur train 2 for the rod-shaped structure and parallel to each other, fixed plate 3 is the rectangular plate structure, be connected with a plurality of axle beds 31 on the fixed plate 3, increase frame 1 and 2 one end of balladeur train are passed through axle bed 31 and are connected with 3 rotations of a fixed plate, increase frame 1 and balladeur train 2 along the length direction interval setting of fixed plate 3, the axis of rotation that increase frame 1 and fixed plate 3 formed is parallel with 3 length direction of fixed plate, the axis of rotation that balladeur train 2 and fixed plate 3 formed is parallel with 3 length direction of fixed plate. A plurality of connecting holes 32 have been seted up on fixed plate 3, and connecting hole 32 is seted up along 3 length direction intervals of fixed plate, and user of service can rotate fixed plate 3 through connecting hole 32 with fixed plate 3 bolted connection at the upside and the downside of shear force wall, user of service makes fixed plate 3 connect on vertical shear force wall or horizontally bottom plate and ceiling, and then makes the stable butt of support frame on the shear force wall, reaches the effect of supporting the shear force wall.
Referring to fig. 3, the height adjusting frame 1 includes two barrel bodies 11 and a connecting rod 12, wherein one barrel body 11 is rotatably connected to one fixing plate 3 through a shaft seat 31, and two ends of the connecting rod 12 are respectively connected to one barrel body 11. The barrel 11 is a cylindrical structure, an internal thread is formed at one end of the barrel 11, which is far away from the shaft seat 31, the connecting rod 12 includes a first threaded portion 121, a second threaded portion 122 and a screwing portion 123, the first threaded portion 121 and the second threaded portion 122 are respectively located at two sides of the screwing portion 123, the first threaded portion 121 and the second threaded portion 122 are coaxially arranged, and the first threaded portion 121 and the second threaded portion 122 are respectively in threaded connection with one barrel 11. The first thread part 121 and the second thread part 122 have opposite thread directions, and the cross section of the screwing part 123 is a regular hexagon, so that a user can conveniently use a wrench to screw the connecting rod 12. The user screws the connecting rod 12 to enable the two cylinders 11 to move in the opposite direction or in the opposite direction, so that the user can adjust the height of the height adjusting frame 1 conveniently, and the height of the height adjusting frame 1 is adjusted to be as high as a shear wall.
Referring to fig. 3, two first support rods 13 are arranged on the barrel 11, the first support rods 13 are arranged along the length direction of the barrel 11, and the first support rods 13 are fixed on the barrel 11 by welding. The length direction of the first support rod 13 is perpendicular to the length direction of the barrel 11, and the length direction of the first support rod 13 is parallel to the fixing plate 3. The first support rod 13 is connected with a first abutting plate 14, the first abutting plate 14 is of a rectangular plate structure, and the first abutting plate 14 is welded with the first two support rods 13. The abutting plate I14 is used for abutting against the surface of the shear wall, and further plays a role in supporting the shear wall.
Referring to fig. 4, the carriage 2 includes a first sleeve 21 and a second sleeve 22, the first sleeve 21 is rotatably connected to one of the fixed plates 3 through a shaft seat 31, and the second sleeve 22 is rotatably connected to the other fixed plate 3 through a shaft seat 31. The first sleeve 21 is inserted into the second sleeve 22, so that the first sleeve 21 and the second sleeve 22 are connected in a sliding mode. When a user adjusts the height-adjusting frame 1, the first sleeve 21 and the second sleeve 22 slide freely, and further the height of the sliding frame 2 can be adjusted along with the height-adjusting frame 1.
Referring to fig. 4, a plurality of second support rods 23 are connected to the first sleeve 21 and the second sleeve 22, the length direction of the second support rods 23 is perpendicular to the length direction of the first sleeve 21, and the length direction of the second support rods 23 is parallel to the fixing plate 3. And the second support rod 23 is connected with a second abutting plate 24, and the second abutting plate 24 is abutted against the shear wall. When the second abutting plate 24 is subjected to shear stress, the stress is transmitted to the first sleeve 21 and the second sleeve 22, and the first sleeve 21 is inserted into the second sleeve 22, so that the first sleeve 21 and the second sleeve 22 are subjected to the shear stress and support is provided for the second abutting plate 24.
Referring to fig. 2 and 5, each of the height adjustment frame 1 and the carriage 2 is provided with a connecting mechanism 4. The connecting mechanism 4 comprises two connecting cylinders 41 and a connecting piece 42, one end of each connecting cylinder 41 is rotatably connected onto a support frame through a shaft seat, the connecting cylinders 41 can rotate along the length direction of the support frame at the position as rotating shafts, and the connecting piece 42 is detachably connected with the two connecting cylinders 41. The user sets up the hole on the shear force wall, wears to establish coupling mechanism 4 in the hole to make coupling mechanism 4 can connect two support frames that are located the shear force wall both sides, and then make two support frames can support on the shear force wall, promote the support stability of support frame to the shear force wall.
Referring to fig. 2 and 5, the longitudinal direction of the connecting tube 41 is perpendicular to the support frame, the longitudinal direction of the connecting tube 41 on the height adjustment frame 1 is perpendicular to the first contact plate 14, and the longitudinal direction of the connecting tube 41 on the carriage 2 is perpendicular to the second contact plate 24.
Referring to fig. 5, the connecting member 42 includes a first threaded end 421, a second threaded end 422, and a screwing end 423, where the first threaded end 421 and the second threaded end 422 are respectively located at two sides of the screwing end 423, and the first threaded end 421 and the second threaded end 422 are coaxially disposed. The connecting cylinder 41 is of a hollow cylinder structure, an internal thread is formed in one end, far away from the support frame, of the connecting cylinder 41, and the first threaded end 421 and the second threaded end 422 are in threaded connection with the connecting cylinder 41 respectively. The first and second threaded ends 421 and 422 have opposite threads, and the cross section of the screwed end 423 is a regular hexagon. After the user connects the connecting member 42 to the two connecting cylinders 41, the two connecting cylinders 41 can move in the opposite direction or away from each other by rotating the screwing end 423, so that the two supporting frames at the two sides of the shear wall can clamp the shear wall, and the shear wall is supported.
The implementation principle of the embodiment of the application is as follows: through setting up the support frame in shear force wall both sides, set up a plurality of coupling mechanism 4 between two support frames, make coupling mechanism 4 can make two support frames support on shear force wall both sides surface, through set up height-adjusting frame 1 and balladeur train 2 on fixed plate 3, the user can adjust the height of height-adjusting frame 1, make the fixed plate 3 at height-adjusting frame 1 both ends fix on the wall, and then make support frame stable connection in shear force wall one side, through set up butt plate one 14 on height-adjusting frame 1, set up butt plate two 24 on balladeur train 2, make butt plate one 14 and butt plate two 24 can laminate on the wall of shear force wall, and then play the effect of supporting shear force wall, reach the effect that promotes shear force wall and bear shear stress, have the quick effect of installing the support frame on shear force wall, reduce the construction consuming time.
The embodiment of the application also discloses a construction method of the shear wall reinforcing structure, which comprises the following steps:
s1: a plurality of holes are formed in the shear wall;
s2: respectively arranging the support frames at two sides of the shear wall, and enabling the connecting cylinders 41 on the support frames to face the holes of the shear wall;
s3: inserting the connecting member 42 into the hole, so that both ends of the connecting member 42 are connected to the two connecting cylinders 41, respectively;
s4: screwing the connecting piece 42 until the support frame abuts against the shear wall;
s5: adjusting the height-adjusting rack 1 to lift the height-adjusting rack 1;
s6: two fixing plates 3 on the supporting frame are respectively connected to the floor and the ceiling.
The implementation principle of the embodiment of the application is as follows: through setting up the support frame in the both sides of shear force wall, the user of service passes through rotation connecting piece 42, can make two support frames remove in opposite directions and centre gripping shear force wall, through rotating connecting rod 12, can adjust the height of height-adjusting frame 1, and then make height-adjusting frame 1 and balladeur train 2 can be with the same height of shear force wall, increase support frame support area, through connecting fixed plate 3 on the wall, make the support frame can stably fix in shear force wall both sides, reach the effect that promotes shear force wall and bear shear stress, the effect on the shear force wall is installed with the support frame fast to have.
The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the embodiments, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (5)
1. The utility model provides a shear force wall reinforced structure which characterized in that: including two support frames, the support frame sets up respectively in the both sides of shear force wall, is provided with coupling mechanism (4) on the support frame, coupling mechanism (4) be used for running through the shear force wall and with two the support frame is connected, coupling mechanism (4) include two connecting cylinders (41) and a connecting piece (42), one connecting cylinder (41) one end is rotated and is connected one on the support frame, connecting piece (42) are including screw thread end (421), screw thread end (422) two (422) and twist end (423), and screw thread end (421) and screw thread end (422) are located respectively and twist end (423) both sides, and screw thread end (421) and screw thread end (422) are revolved to opposite directions, and screw thread end (421) and screw thread end (422) are coaxial to be set up, screw thread end (421) and screw thread end (422) respectively with two connecting cylinder (41) tip threaded connection, the support frame is including heightening frame (1), The height adjusting device comprises a plurality of sliding frames (2) and two fixing plates (3), one ends of a height adjusting frame (1) and the sliding frames (2) are connected with one fixing plate (3), the height adjusting frame (1) is used for stretching and adjusting the distance between the two fixing plates (3), the sliding frames (2) stretch freely and have the same length as the height adjusting frame (1), the fixing plates (3) are used for being installed on a wall surface, the height adjusting frame (1) and the sliding frames (2) are used for abutting against the surface of a shear wall, each sliding frame (2) comprises a first sleeve (21) and a second sleeve (22), the first sleeve (21) is rotatably connected onto one fixing plate (3), the second sleeve (22) is rotatably connected onto the other fixing plate (3), the first sleeve (21) is slidably connected with the second sleeve (22), the first sleeve (21) is inserted into the second sleeve (22), the first sleeve (21) slides along the length direction of the second sleeve (22), and the sliding frames (2) are used for abutting against the surface of the shear wall, the height-adjusting frame (1) comprises two cylinder bodies (11) and a connecting rod (12), one cylinder body (11) is connected to a fixing plate (3), one end of the cylinder body (11) is rotatably connected with the fixing plate (3), the other end of the cylinder body is detachably connected with the connecting rod (12), the connecting rod (12) comprises a first threaded part (121), a second threaded part (122) and a screwing part (123), the first threaded part (121) and the second threaded part (122) are respectively located on two sides of the screwing part (123), the first threaded part (121) and the second threaded part (122) are coaxially arranged, the screwing directions of the first threaded part (121) and the second threaded part (122) are opposite, and the first threaded part (121) and the second threaded part (122) are respectively in threaded connection with one cylinder body (11).
2. A shear wall reinforcing structure according to claim 1, wherein: the fixing plate (3) is connected with a plurality of shaft seats (31), the ends of the height adjusting frame (1) and the sliding frame (2) are rotatably connected onto the fixing plate (3) through the shaft seats (31), a plurality of connecting holes (32) are formed in the fixing plate (3), and the fixing plate (3) is fixed on a wall body through the connecting holes (32) through bolts.
3. A shear wall reinforcing structure according to claim 1, wherein: the shear wall is characterized in that a plurality of first support rods (13) are connected to the barrel body (11), first abutting plates (14) are connected to the first support rods (13), and the first abutting plates (14) are used for abutting against the surface of the shear wall.
4. A shear wall reinforcing structure according to claim 1, wherein: the sliding frame (2) is connected with a plurality of second supporting rods (23), the second supporting rods (23) are connected with second abutting plates (24), and the second abutting plates (24) are used for abutting against the surface of the shear wall.
5. A construction method of the shear wall reinforced structure according to claim 1, characterized in that: the method comprises the following steps:
s1: a plurality of holes are formed in the shear wall;
s2: respectively arranging the support frames at two sides of the shear wall, and enabling the connecting cylinders (41) on the support frames to face the holes of the shear wall;
s3: inserting the connecting piece (42) into the hole, so that two ends of the connecting piece (42) are respectively connected to the two connecting cylinders (41);
s4: screwing the connecting piece (42) until the supporting frame abuts against the shear wall;
s5: adjusting the height adjusting frame (1) to lift the height adjusting frame (1);
s6: two fixing plates (3) on the supporting frame are respectively connected to the floor and the ceiling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111604878.2A CN114277973B (en) | 2021-12-24 | 2021-12-24 | Shear wall reinforcing structure and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111604878.2A CN114277973B (en) | 2021-12-24 | 2021-12-24 | Shear wall reinforcing structure and construction method thereof |
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| CN114277973A CN114277973A (en) | 2022-04-05 |
| CN114277973B true CN114277973B (en) | 2022-09-16 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003314030A (en) * | 2002-04-26 | 2003-11-06 | Kazuyoshi Oshima | Siding material installing device for installing siding material on surface of building exterior wall |
| CN207513215U (en) * | 2017-09-26 | 2018-06-19 | 天津鑫裕建设发展股份有限公司 | A kind of strong wall reinforcement device of reinforcing |
| CN210164232U (en) * | 2019-05-28 | 2020-03-20 | 中建二局第二建筑工程有限公司 | Adjustable template reinforcing apparatus for super thick shear force wall |
| CN210127676U (en) * | 2019-06-16 | 2020-03-06 | 朱良值 | Hydraulic supporting device for concrete replacement of building shear wall |
| CN210828422U (en) * | 2019-08-08 | 2020-06-23 | 武汉华科永信建筑工程有限公司 | Shear force wall glues shaped steel reinforced structure outward |
| CN211622714U (en) * | 2019-12-30 | 2020-10-02 | 孙茜茜 | Shear force wall reinforced structure |
| CN212317547U (en) * | 2020-03-12 | 2021-01-08 | 赵蓓蕾 | Novel shear force wall reinforcing and supporting system |
| CN111734125A (en) * | 2020-05-25 | 2020-10-02 | 江苏建宇建设集团有限公司 | A template fixed knot constructs for narrow expansion joint department shear force wall |
| CN214740166U (en) * | 2021-05-20 | 2021-11-16 | 福建省透堡建筑工程有限公司 | Building outer wall reinforced structure |
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| CN114277973A (en) | 2022-04-05 |
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