CN209977555U - Rectangular air pipe lateral anti-seismic support hanger for high-rise building - Google Patents
Rectangular air pipe lateral anti-seismic support hanger for high-rise building Download PDFInfo
- Publication number
- CN209977555U CN209977555U CN201920475704.2U CN201920475704U CN209977555U CN 209977555 U CN209977555 U CN 209977555U CN 201920475704 U CN201920475704 U CN 201920475704U CN 209977555 U CN209977555 U CN 209977555U
- Authority
- CN
- China
- Prior art keywords
- air pipe
- rectangular air
- tuber pipe
- screw rod
- rise building
- 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.)
- Active
Links
Images
Landscapes
- Vibration Prevention Devices (AREA)
Abstract
The utility model relates to a building pipeline fixes technical field, and discloses a rectangle tuber pipe side direction antidetonation gallows for high-rise building, including the ground, the inside fixed mounting of ground has the expansion anchor bolt, the bottom fixedly connected with screw rod main part of expansion anchor bolt, the inboard fixed mounting of screw rod main part has the screw rod fastener, the right side fixed mounting of screw rod main part has the channel-section steel, the upper end fixed mounting of channel-section steel has first antidetonation connecting elements. This a rectangle tuber pipe side antidetonation gallows for high-rise building through being provided with holistic hanging the support stretcher, this kind hangs the support stretcher and can carry out whole the holding up with the rectangle tuber pipe, when meeting with the earthquake in this area like this, even the tuber pipe is disconnected from the mid-course also can not drop, can be with the inside at rectangle tuber pipe side antidetonation support gallows of fixing of tuber pipe firmly, this kind hangs the support stretcher fixed more firm moreover for the tuber pipe also can not produce the damage when experiencing vibrations by a wide margin.
Description
Technical Field
The utility model relates to a fixed technical field of building pipeline specifically is a gallows of combatting earthquake of rectangle tuber pipe side direction for high-rise building.
Background
The wind pipe anti-seismic support and hanger is an electromechanical earthquake-proof facility, has the functions of reducing earthquake damage, reducing and preventing secondary disasters as much as possible when an earthquake occurs in the area, thereby achieving the purpose of reducing casualty loss, but the existing lateral anti-seismic support and hanger of the rectangular air pipe also has some disadvantages, for example, the lateral anti-seismic support and hanger of the rectangular air pipe does not consider the integral hanging support, so that when the air pipe is disconnected from the middle of the two support hangers due to the occurrence of an earthquake, the lateral anti-seismic support hangers of the rectangular air pipe cannot play a support hanging role, so that the collapse of the air duct can be caused, and in addition, because the existing rectangular air duct lateral anti-seismic support and hanger are all fixed connection structures, the vibrations that produce when the earthquake takes place can't carry out the bradyseism to make the range of rocking of tuber pipe too big, caused the destruction to the wholeness of tuber pipe.
SUMMERY OF THE UTILITY MODEL
The utility model provides a not enough to prior art, the utility model provides a rectangle tuber pipe side direction antidetonation gallows for high-rise building possesses to carry out whole the hanging support to the tuber pipe and improves the advantage of security, the all-round bradyseism of bradyseism mechanism, has solved traditional rectangle tuber pipe side direction antidetonation gallows and can't carry out holistic a hang when propping up a hang, consequently can appear because the condition of tuber pipe from the middle part rupture that the earthquake caused to make the tuber pipe drop, and then probably lead to the problem of secondary damage.
The utility model provides a following technical scheme: a rectangle tuber pipe side direction antidetonation gallows for high-rise building, including the ground, the inside fixed mounting of ground has the expansion anchor bolt, the bottom fixedly connected with screw rod main part of expansion anchor bolt, the inboard fixed mounting of screw rod main part has the screw rod fastener, the right side fixed mounting of screw rod main part has the channel-section steel, the upper end fixed mounting of channel-section steel has first antidetonation connecting member, the bottom fixed mounting of channel-section steel has second antidetonation connecting member, the bottom fixed mounting of screw rod main part has all-round bradyseism mechanism, the bottom movable mounting of all-round bradyseism mechanism has the bradyseism pole, the bottom fixed mounting of bradyseism pole has the horizontal pole, the both sides fixed connection of horizontal pole has the montant, the middle part fixed mounting of montant has the rectangle tuber pipe, the both sides fixed mounting of rectangle tuber, a hanging stretcher is movably connected between the two pull rings.
Preferably, all-round bradyseism mechanism includes the shell, the top fixedly connected with main spring of shell inner chamber, main spring's bottom swing joint has the bradyseism head, the bottom fixedly connected with connecting rod of bradyseism head, the equal fixedly connected with auxiliary spring in both sides of bradyseism head.
Preferably, the number of the pull rings is two, and the pull rings are uniformly distributed on two sides below the rectangular air pipe.
Preferably, the number of the limiting fasteners is two, the limiting fasteners are evenly distributed on two sides of the bottom end of the rectangular air pipe, and the limiting fasteners are fixedly connected with the cross rods below the rectangular air pipe through screws.
Preferably, the angle between the channel steel and the screw body is 45 °.
Preferably, the number of the screw main bodies is two, and the screw main bodies are symmetrical to the rectangular air pipe.
Compared with the prior art, the utility model discloses possess following beneficial effect:
1. this a rectangle tuber pipe side antidetonation gallows for high-rise building through being provided with holistic hanging the support stretcher, this kind hangs the support stretcher and can carry out whole the holding up with the rectangle tuber pipe, when meeting with the earthquake in this area like this, even the tuber pipe is disconnected from the mid-course also can not drop, can be with the inside at rectangle tuber pipe side antidetonation support gallows of fixing of tuber pipe firmly, this kind hangs the support stretcher fixed more firm moreover for the tuber pipe also can not produce the damage when experiencing vibrations by a wide margin.
2. This a rectangle tuber pipe side direction antidetonation gallows for high-rise building through being provided with all-round bradyseism mechanism, and the setting of this kind of bradyseism mechanism is exactly based on earthquake's basic principle, goes on from top to bottom, controls all-round bradyseism to make the vibrations that the tuber pipe received in the earthquake weakened, and then make the range that the tuber pipe rocked reduce, the injury that causes reduces.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a side view of the structure of the present invention;
fig. 3 is a schematic structural view of the omnidirectional cushioning mechanism of the present invention.
In the figure: 1. a foundation; 2. an expansion anchor bolt; 3. a screw body; 4. a screw fastener; 5. channel steel; 6. a first seismic connecting member; 7. a second shock resistant connection member; 8. an omnibearing cushioning mechanism; 801. a housing; 802. a main spring; 803. a shock-absorbing head; 804. a connecting rod; 805. an auxiliary spring; 9. a shock-absorbing lever; 10. a cross bar; 11. a vertical rod; 12. a rectangular air duct; 13. a limiting fastener; 14. a pull ring; 15. a hanging stretcher.
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 rectangular air duct lateral anti-seismic support hanger for high-rise buildings comprises a foundation 1, an expansion anchor bolt 2 is fixedly installed inside the foundation 1, a screw main body 3 is fixedly connected to the bottom of the expansion anchor bolt 2, the number of the screw main bodies 3 is two, and the screw main bodies 3 are symmetrical to a rectangular air duct 12, so that the support hanger is firmer in fixing, the stress stability from both sides is higher, a screw fastener 4 is fixedly installed on the inner side of the screw main body 3, a channel steel 5 is fixedly installed on the right side of the screw main body 3, the angle between the channel steel 5 and the screw main body 3 is 45 degrees, a good fixing effect can be achieved by the installation angle of 45 degrees, a triangle is just formed by the angle between the channel steel 5 and the screw main body 3 being 45 degrees, the triangle has very good stability, so that when an earthquake occurs, the damage can be well reduced, the upper end of the channel steel 5 is fixedly provided with a first anti-seismic connecting member 6, the bottom end of the channel steel 5 is fixedly provided with a second anti-seismic connecting member 7, the bottom end of the screw main body 3 is fixedly provided with an omnibearing cushioning mechanism 8, the omnibearing cushioning mechanism 8 comprises a shell 801, the top of the inner cavity of the shell 801 is fixedly connected with a main spring 802, the bottom end of the main spring 802 is movably connected with a cushioning head 803, the bottom end of the cushioning head 803 is fixedly connected with a connecting rod 804, and two sides of the cushioning head 803 are both fixedly connected with auxiliary springs 805, the cushioning mechanism is arranged based on the basic principle of earthquake, up and down, left and right all-around cushioning is carried out, so that the vibration received by the air pipe in the earthquake is weakened, the amplitude of the air pipe shaking is reduced, the damage caused is reduced, the bottom end of the omnibearing cushioning mechanism 8 is movably provided with a cushioning rod 9, and the bottom, the two sides of the cross rod 10 are fixedly connected with a vertical rod 11, the middle part of the vertical rod 11 is fixedly provided with a rectangular air pipe 12, the two sides of the rectangular air pipe 12 are fixedly provided with two limiting fasteners 13, the limiting fasteners 13 are uniformly distributed on the two sides of the bottom end of the rectangular air pipe 12, the limiting fasteners 13 are fixedly connected with the cross rod 10 below the rectangular air pipe 12 through screws, the limiting fasteners 13 can play a role of fixing the rectangular air pipe 12 and are distributed on the two sides of the rectangular air pipe 12, so that the fixing is more stable, the middle part of the cross rod 10 at the bottom end of the rectangular air pipe 12 is fixedly provided with pull rings 14, the number of the pull rings 14 is two, the pull rings 14 are uniformly distributed on the two sides below the rectangular air pipe 12, the pull rings 14 are arranged to lift the stretcher 15 to fix the two ends on the pull rings 14, thereby realizing the lifting function, and the pull rings 14 are, when an earthquake occurs, the two sides of the rectangular air pipe 12 can be uniformly stressed, and a hanging stretcher 15 is movably connected between the two pull rings 14.
The theory of operation, at the time of the operation, if the emergence earthquake produces and rocks, at first all-round bradyseism mechanism 8 can carry out work, the earthquake can carry out the rocking in horizontal and vertical two position, and rocking of solution these two positions that all-round bradyseism mechanism 8 just can be fine, main spring 802 on bradyseism head 803 upper portion can play the effect of vertical bradyseism, and auxiliary spring 805 of bradyseism head 803 both sides can play the effect of horizontal bradyseism, thereby carry out all-round bradyseism, in addition when the range of vibrations is great, vibrations probably arouse the phenomenon of rectangle tuber pipe 12 from middle disconnection, and hang and hold in the palm stretcher 15 and can play fine hanging and hold in the palm the effect, and hang and hold in the palm stretcher 15 and have elasticity, can play fine bradyseism effect.
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. A a gallows of combatting earthquake of rectangle tuber pipe side direction for high-rise building, including ground (1), its characterized in that: the anti-seismic and anti-seismic device is characterized in that an expansion anchor bolt (2) is fixedly mounted inside a foundation (1), a screw rod main body (3) is fixedly connected to the bottom of the expansion anchor bolt (2), a screw rod fastener (4) is fixedly mounted on the inner side of the screw rod main body (3), a channel steel (5) is fixedly mounted on the right side of the screw rod main body (3), a first anti-seismic connecting member (6) is fixedly mounted at the upper end of the channel steel (5), a second anti-seismic connecting member (7) is fixedly mounted at the bottom of the channel steel (5), an all-dimensional seismic mitigation mechanism (8) is fixedly mounted at the bottom of the screw rod main body (3), a seismic mitigation rod (9) is movably mounted at the bottom of the all-dimensional seismic mitigation mechanism (8), a transverse rod (10) is fixedly mounted at the bottom of the seismic rod (9), vertical rods (11) are fixedly connected to, the utility model discloses a stretcher with hanging support, including rectangle tuber pipe (12), the both sides fixed mounting of rectangle tuber pipe (12) has spacing fastener (13), the middle part fixed mounting of rectangle tuber pipe (12) bottom horizontal pole (10) has pull ring (14), two swing joint has between pull ring (14) hangs support stretcher (15).
2. The lateral earthquake-resistant support and hanger for the rectangular air pipe of the high-rise building, according to claim 1, is characterized in that: all-round bradyseism mechanism (8) are including shell (801), top fixedly connected with main spring (802) of shell (801) inner chamber, the bottom swing joint of main spring (802) has bradyseism head (803), the bottom fixedly connected with connecting rod (804) of bradyseism head (803), the equal fixedly connected with auxiliary spring (805) in both sides of bradyseism head (803).
3. The lateral earthquake-resistant support and hanger for the rectangular air pipe of the high-rise building, according to claim 1, is characterized in that: the number of the pull rings (14) is two, and the pull rings (14) are uniformly distributed on two sides below the rectangular air pipe (12).
4. The lateral earthquake-resistant support and hanger for the rectangular air pipe of the high-rise building, according to claim 1, is characterized in that: the number of the limiting fasteners (13) is two, the limiting fasteners (13) are evenly distributed on two sides of the bottom end of the rectangular air pipe (12), and the limiting fasteners (13) are fixedly connected with the cross rods (10) below the rectangular air pipe (12) through screws.
5. The lateral earthquake-resistant support and hanger for the rectangular air pipe of the high-rise building, according to claim 1, is characterized in that: the angle between the channel steel (5) and the screw rod main body (3) is 45 degrees.
6. The lateral earthquake-resistant support and hanger for the rectangular air pipe of the high-rise building, according to claim 2, is characterized in that: the number of the screw main bodies (3) is two, and the screw main bodies (3) are symmetrical to the rectangular air pipe (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920475704.2U CN209977555U (en) | 2019-04-10 | 2019-04-10 | Rectangular air pipe lateral anti-seismic support hanger for high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920475704.2U CN209977555U (en) | 2019-04-10 | 2019-04-10 | Rectangular air pipe lateral anti-seismic support hanger for high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209977555U true CN209977555U (en) | 2020-01-21 |
Family
ID=69257205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920475704.2U Active CN209977555U (en) | 2019-04-10 | 2019-04-10 | Rectangular air pipe lateral anti-seismic support hanger for high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209977555U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111853361A (en) * | 2020-07-08 | 2020-10-30 | 合肥元康环境科技有限公司 | Pipeline lateral rigid anti-seismic system |
| CN115095733A (en) * | 2022-07-11 | 2022-09-23 | 江苏开达电气有限公司 | Gantry type anti-seismic clamping support hanger |
-
2019
- 2019-04-10 CN CN201920475704.2U patent/CN209977555U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111853361A (en) * | 2020-07-08 | 2020-10-30 | 合肥元康环境科技有限公司 | Pipeline lateral rigid anti-seismic system |
| CN115095733A (en) * | 2022-07-11 | 2022-09-23 | 江苏开达电气有限公司 | Gantry type anti-seismic clamping support hanger |
| CN115095733B (en) * | 2022-07-11 | 2023-07-25 | 江苏开达电气有限公司 | Gantry type clamping anti-vibration support and hanger |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR102028865B1 (en) | Ceiling type seismic impact buffer unit | |
| CN209977555U (en) | Rectangular air pipe lateral anti-seismic support hanger for high-rise building | |
| KR100956487B1 (en) | Damping device equipped with seismic isolaion devices | |
| KR101863763B1 (en) | The earthquake resistance switchboard combined with springs | |
| KR20180119035A (en) | The seismic device of the fire water tank using the wire rope type buffer | |
| CN211083103U (en) | Anti-seismic fixed support hanger | |
| CN208701733U (en) | A kind of damping building structure of pillar ground | |
| CN216976004U (en) | High-strength assembly type damping support hanger | |
| CN208185619U (en) | Multitube is total to frame side longitudinal direction seismic support hanger | |
| CN109914217A (en) | A kind of energy-dissipating and shock-absorbing arch springing device | |
| CN217602205U (en) | Steel string beam supporting structure | |
| CN215594866U (en) | Anti-vibration collapse plug-in type stable base for engineering scaffold | |
| CN205663056U (en) | Building shock -absorbing structure | |
| CN211228071U (en) | Steel support with self-resetting function | |
| CN213745261U (en) | Novel anti-seismic support | |
| CN102251698B (en) | Rotating thin-shell duplex type house anti-seismic safety survival facility manufactured by thin plates | |
| CN108252207A (en) | A kind of bridge rubber bearing being easily installed | |
| CN115045409A (en) | Building earthquake-resistant structure capable of improving collapse resistance | |
| CN212358683U (en) | Low-rise quakeproof building structure | |
| CN211289182U (en) | Electromechanical bidirectional earthquake-resistant support hanger for building | |
| CN209443359U (en) | A kind of bridge aseismic devices | |
| CN209760699U (en) | shock insulation floor supported by double crank arms | |
| CN103266663A (en) | Pre-buried part for bridge frame | |
| CN214302336U (en) | Shock absorption and isolation device for building | |
| CN216618798U (en) | Anti-shaking structure of anti-seismic support and hanger |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |