CN212427645U - Shear force wall installation reinforcing hole stake - Google Patents
Shear force wall installation reinforcing hole stake Download PDFInfo
- Publication number
- CN212427645U CN212427645U CN202020935799.4U CN202020935799U CN212427645U CN 212427645 U CN212427645 U CN 212427645U CN 202020935799 U CN202020935799 U CN 202020935799U CN 212427645 U CN212427645 U CN 212427645U
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- China
- Prior art keywords
- wall
- swing joint
- pillar
- movably connected
- base
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000009434 installation Methods 0.000 title claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 16
- 239000004567 concrete Substances 0.000 claims description 11
- 239000007787 solid Substances 0.000 abstract description 9
- 230000008901 benefit Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model relates to a shear force wall technical field just discloses a shear force wall installation reinforcement hole stake, which comprises a base, the inside fixedly connected with pillar of base, the outer wall swing joint of pillar has the crossbeam, the inside swing joint of crossbeam has the double-screw bolt, the outer wall threaded connection of double-screw bolt has the nut, the top fixedly connected with foundation column of base, the outer wall swing joint of foundation column has the standpipe, the inside swing joint of standpipe has the round pin post, the outer wall swing joint of round pin post has the nut, the outer wall swing joint of standpipe has violently the pipe, the inside swing joint of violently managing has the pin, the outer wall swing joint of pin has the round pin cap, the solid fixed ring of outer wall fixedly connected with of pillar, gu fixed ring's top swing joint has the thread bush, the inside threaded connection of thread bush has the. This shear force wall installation reinforcing hole stake possesses easy to assemble, installs advantages such as firm and stable strong.
Description
Technical Field
The utility model relates to a shear force wall technical field specifically is a shear force wall installation reinforcing hole stake.
Background
Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls of buildings or structures which mainly bear horizontal loads and vertical loads caused by wind loads or earthquake action and prevent structural shear failure, and are also known as earthquake-resistant walls, are generally made of reinforced concrete and are divided into planar shear walls and cylindrical shear walls, wherein the planar shear walls are used in reinforced concrete frame structures, riser structures and flat slab systems.
Present shear force wall wide application is in the building trade, however shear force wall installation reinforcing hole stake still exist some not enough, mostly are the welding, waste time and energy, and connect insecurely, can't fuse, and general welding is the connection on steel surface, inconvenient installation, and stability is not good, so has proposed a shear force wall installation reinforcing hole stake and has solved above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a shear force wall installation reinforcing hole stake possesses easy to assemble, and the installation is firm and stability advantage such as strong, has solved and has mostly been the welding, wastes time and energy, and connects insecure, can't fuse, and general welding is the connection on steel surface, inconvenient installation, the not good problem of stability.
(II) technical scheme
For realizing above-mentioned easy to assemble, the firm and strong purpose of stability of installation, the utility model provides a following technical scheme: the utility model provides a shear force wall installation reinforcement hole stake, includes the base, the inside fixedly connected with pillar of base, the outer wall swing joint of pillar has the crossbeam, the inside swing joint of crossbeam has the double-screw bolt, the outer wall threaded connection of double-screw bolt has the nut, the top fixedly connected with pillar of base, the outer wall swing joint of pillar has the standpipe, the inside swing joint of standpipe has the round pin post, the outer wall swing joint of round pin post has the nut, the outer wall swing joint of standpipe has violently the pipe, the inside swing joint of violently managing has the pin, the outer wall swing joint of pin has the round pin cap, the outer wall fixedly connected with solid fixed ring of pillar, gu fixed ring's top swing joint has the thread bush, the inside threaded connection of thread bush has the pole.
Preferably, the inside swing joint of pillar has the double-screw bolt, the front swing joint of crossbeam has the nut, the blind hole has been seted up to the inside of base, and the inside fixedly connected with pillar of blind hole.
Preferably, the bottom of the vertical pipe is movably connected with a base, the inside of the base column is movably connected with a pin column, and the outer wall of the vertical pipe is movably connected with a nut.
Preferably, the inside of the vertical pipe is movably connected with a pin, the outer wall of the transverse pipe is movably connected with a pin cap, and the outer wall of the transverse pipe is movably connected with a support.
Preferably, the outer wall of the pillar is fixedly connected with concrete, the outer wall of the cross beam is fixedly connected with concrete, and the connecting piece of the transverse pipe penetrates through the interior of the concrete and extends to the outer wall of the pillar.
Preferably, the internal thread of the thread bushing is connected with a pillar, the top of the pillar is movably connected with a connecting rod, the outer wall of the connecting rod is movably connected with a cross beam, and the connecting rod and the pillar are movably connected with a pin shaft.
(III) advantageous effects
Compared with the prior art, the utility model provides a shear force wall installation reinforcing hole stake possesses following beneficial effect:
this shear force wall installation adds solid hole stake, carry out threaded connection by double-screw bolt and nut on the crossbeam through the pillar on the base, and the thread bush on the solid fixed ring on the pillar carries out threaded connection to the pillar and connects the pole, and the thread bush rotates on the pillar to solid fixed ring department static, cup joint on the foundation column at base top by the standpipe, pass the inside of standpipe and foundation column by the round pin post, threaded connection has the nut, then there is the round pin cap through the inside threaded connection who violently crosses the epaxial screw of pipe, and connect the round pin axle on pole and the pillar to violently managing threaded connection, and then pour into a mould by the concrete, the installation has been made things convenient for, the firm and stable strong in installation, thereby user.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a partially enlarged view of the portion A shown in FIG. 1 according to the present invention;
fig. 3 is a partially enlarged schematic view of a portion B shown in fig. 1 according to the present invention.
In the figure: the device comprises a base 1, a support 2, a cross beam 3, a stud 4, a nut 5, a base column 6, a vertical pipe 7, a pin 8, a nut 9, a horizontal pipe 10, a pin 11, a pin cap 12, a fixing ring 13, a thread bushing 14 and a connecting rod 15.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, a shear wall installation reinforcing hole pile comprises a base 1, a pillar 2 fixedly connected to the inside of the base 1, a stud 4 movably connected to the inside of the pillar 2, a nut 5 movably connected to the front of a cross beam 3, a blind hole formed in the base 1 and having a pillar 2 fixedly connected to the inside of the blind hole, a cross beam 3 movably connected to the outer wall of the pillar 2, a stud 4 movably connected to the inside of the cross beam 3, a nut 5 connected to the outer wall of the stud 4 by screw threads, a base column 6 fixedly connected to the top of the base 1, a vertical tube 7 movably connected to the outer wall of the base column 6, a base 1 movably connected to the bottom of the vertical tube 7, a pin 8 movably connected to the inside of the base column 6, a nut 9 movably connected to the outer wall of the vertical tube 7, a pin 11 movably connected to the inside of the vertical tube 7, a pin cap, outer wall fixedly connected with concrete of pillar 2, the outer wall fixedly connected with concrete of crossbeam 3, the inside of violently managing 10 connecting piece and passing the concrete extends to pillar 2's outer wall, the inside swing joint of standpipe 7 has round pin 8, the outer wall swing joint of round pin 8 has nut 9, the outer wall swing joint of standpipe 7 has violently pipe 10, the inside swing joint of violently pipe 10 has pin 11, the outer wall swing joint of pin 11 has cotter 12, the solid fixed ring 13 of outer wall fixedly connected with of pillar 2, the top swing joint of solid fixed ring 13 has thread bush 14, the inside threaded connection of thread bush 14 has pillar 2, the top swing joint of pillar 2 has pole 15, the outer wall swing joint who connects pole 15 has crossbeam 3, the inside swing joint who connects pole 15 and pillar 2 has a round pin axle, the inside threaded connection of thread bush 14 has pole 15.
In conclusion, this reinforcing hole stake is installed to shear force wall, carry out threaded connection by double-screw bolt 4 and nut 5 on the crossbeam 3 through pillar 2 on the base 1, and the thread bush 14 on the solid fixed ring 13 on the pillar 2 carries out threaded connection to pillar 2 and extension rod 15, and thread bush 14 rotates on pillar 2 and to solid fixed ring 13 department static, cup joint on the foundation column 6 at base 1 top by standpipe 7, pass the inside of standpipe 7 and foundation column 6 by round pin post 8, threaded connection has nut 9, then pass the inside threaded connection of standpipe 7 through screw 11 on violently managing 10 and have a round pin cap 12, and connect round pin axle on pole 15 and the pillar 2 to violently manage threaded connection 10, and then pour by the concrete, and convenient for the installation, the installation is firm and stable strong, thereby user's use has been made things convenient for.
It is to be noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a shear force wall installation reinforcing hole stake, includes base (1), its characterized in that: the inner part of the base (1) is fixedly connected with a strut (2), the outer wall of the strut (2) is movably connected with a cross beam (3), the inner part of the cross beam (3) is movably connected with a stud (4), the outer wall of the stud (4) is in threaded connection with a nut (5), the top of the base (1) is fixedly connected with a base column (6), the outer wall of the base column (6) is movably connected with a vertical tube (7), the inner part of the vertical tube (7) is movably connected with a pin column (8), the outer wall of the pin column (8) is movably connected with a nut (9), the outer wall of the vertical tube (7) is movably connected with a transverse tube (10), the inner part of the transverse tube (10) is movably connected with a pin (11), the outer wall of the pin (11) is movably connected with a pin cap (12), the outer wall of the strut (2) is fixedly connected with a fixing ring, the internal thread of the thread bushing (14) is connected with a connecting rod (15).
2. A shear wall installed reinforcing hole pile according to claim 1, wherein: the inside swing joint of pillar (2) has double-screw bolt (4), the front swing joint of crossbeam (3) has nut (5), the blind hole has been seted up to the inside of base (1), and the inside fixedly connected with pillar (2) of blind hole.
3. A shear wall installed reinforcing hole pile according to claim 1, wherein: the bottom swing joint of standpipe (7) has base (1), the inside swing joint of base post (6) has round pin post (8), the outer wall swing joint of standpipe (7) has nut (9).
4. A shear wall installed reinforcing hole pile according to claim 1, wherein: the inner part of the vertical pipe (7) is movably connected with a pin (11), the outer wall of the transverse pipe (10) is movably connected with a pin cap (12), and the outer wall of the transverse pipe (10) is movably connected with a supporting column (2).
5. A shear wall installed reinforcing hole pile according to claim 1, wherein: the outer wall fixedly connected with concrete of pillar (2), the outer wall fixedly connected with concrete of crossbeam (3), the connecting piece of violently managing (10) passes the inside of concrete and extends to the outer wall of pillar (2).
6. A shear wall installed reinforcing hole pile according to claim 1, wherein: the utility model discloses a thread bush for the building, including threaded sleeve (14), the inside threaded connection of thread bush (14) has pillar (2), the top swing joint of pillar (2) connects pole (15), the outer wall swing joint that connects pole (15) has crossbeam (3), the inside swing joint that connects pole (15) and pillar (2) has the round pin axle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020935799.4U CN212427645U (en) | 2020-05-28 | 2020-05-28 | Shear force wall installation reinforcing hole stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020935799.4U CN212427645U (en) | 2020-05-28 | 2020-05-28 | Shear force wall installation reinforcing hole stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212427645U true CN212427645U (en) | 2021-01-29 |
Family
ID=74269735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020935799.4U Expired - Fee Related CN212427645U (en) | 2020-05-28 | 2020-05-28 | Shear force wall installation reinforcing hole stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212427645U (en) |
-
2020
- 2020-05-28 CN CN202020935799.4U patent/CN212427645U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210129 |