CN112361081A - A antidetonation gallows for vertical direction pipeline - Google Patents
A antidetonation gallows for vertical direction pipeline Download PDFInfo
- Publication number
- CN112361081A CN112361081A CN202011423742.7A CN202011423742A CN112361081A CN 112361081 A CN112361081 A CN 112361081A CN 202011423742 A CN202011423742 A CN 202011423742A CN 112361081 A CN112361081 A CN 112361081A
- Authority
- CN
- China
- Prior art keywords
- steel
- channel steel
- shaped channel
- channel
- shaped
- 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.)
- Granted
Links
Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/08—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing
- F16L3/10—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two members engaging the pipe, cable or protective tubing
- F16L3/1066—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two members engaging the pipe, cable or protective tubing with three or more members surrounding the pipe
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/006—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets for pipes with a rectangular cross-section
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/005—Devices restraining ruptured tubes from whipping
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/02—Energy absorbers; Noise absorbers
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/02—Energy absorbers; Noise absorbers
- F16L55/033—Noise absorbers
- F16L55/035—Noise absorbers in the form of specially adapted hangers or supports
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Supports For Pipes And Cables (AREA)
Abstract
The invention discloses an anti-seismic support hanger for vertical pipelines, wherein one end of a lower end C-shaped channel steel is fixed with a base through a bolt and a hexagon nut, two ends of an upper end C-shaped channel steel are connected with the upper surfaces of two lower end C-shaped channel steels and are vertically arranged, the bolt penetrates through a channel steel gasket, an upper end C-shaped groove is connected with the lower end C-shaped channel steel through the bolt and the channel steel nut, angle steel is connected with the upper end C-shaped channel steel through a spring damping screw rod and the channel steel nut, two limiting mechanisms are respectively arranged on the inner sides of the angle steel positioned at the upper ends of the two upper end C-shaped channel steels, the screw rod penetrates through the corresponding limiting mechanisms to be connected with the two angle steel, and the inner sides of the angle steel are also provided with damping gaskets. Under the same rigidity of vertical antidetonation support, bearing capacity improves 3~10 times than ordinary support.
Description
Technical Field
The invention relates to the technical field of anti-seismic support and hanger frames, in particular to an anti-seismic support and hanger frame for a pipeline in a vertical direction.
Background
The anti-seismic support limits the displacement of the attached electromechanical engineering facilities, controls the vibration of the facilities and transmits the load to various components or devices on the bearing structure. The anti-seismic support can reliably protect building electromechanical engineering facilities in the earthquake and bear the earthquake action from any horizontal direction.
The earthquake waves are divided into transverse waves and longitudinal waves, the earthquake-resistant support hanger on the current market only has the effect of limiting displacement on the earthquake waves in the horizontal direction, and earthquake-resistant energy dissipation facilities are required to be processed for pipelines, bridges, air pipes and the like in the vertical direction. Therefore, an improved technique for solving the problem in the prior art is desired.
Disclosure of Invention
The invention aims to provide an anti-seismic support hanger for a pipeline in the vertical direction, which overcomes the defect that electromechanical vertical pipelines, bridges and air pipes have no anti-seismic energy dissipation devices in the vertical direction, vertical anti-seismic supports are additionally arranged in each layer of equipment pipeline well to effectively perform anti-seismic energy dissipation on longitudinal seismic waves, and the bearing capacity of the vertical anti-seismic supports is improved by 3-10 times compared with that of a common support under the same rigidity, so that the problems in the background art are solved.
In order to achieve the purpose, the invention provides the following technical scheme: an anti-seismic support hanger for a pipeline in the vertical direction comprises lower-end C-shaped channel steel, upper-end C-shaped channel steel, channel steel gaskets, channel steel end covers, screws, spring shock-absorbing screws, shock-absorbing gaskets, a base, a limiting mechanism, angle steel, channel steel nuts, hexagon nuts and bolts, wherein the lower-end C-shaped channel steel is provided with two parallel arrangements, the base is fixed at one end of the lower-end C-shaped channel steel through the bolts and the hexagon nuts, the channel steel end covers are arranged at the other end of the lower-end C-shaped channel steel, the upper-end C-shaped channel steel is provided with two parallel arrangements, the two ends of the upper-end C-shaped channel steel are connected with the upper surfaces of the two lower-end C-shaped channel steel and are vertically arranged, the channel steel end covers are arranged at the two ends of the upper surface of the upper-end C-shaped channel steel, the bolts penetrate through the channel steel gaskets, and the upper-, the angle steel passes through spring damping screw and channel-section steel nut and links to each other with upper end C type channel-section steel, is located two upper end C type channel-section steel upper ends the angle steel inboard all is provided with two stop gear, the screw rod passes corresponding stop gear and links to each other with two angle steels, the inboard of angle steel still is provided with the shock attenuation gasket.
Preferably, the lower end C-shaped channel steel and the upper end C-shaped channel steel are consistent in structure, and grooves are formed in the upper surfaces of the lower end C-shaped channel steel and the upper end C-shaped channel steel.
Preferably, two ends of the channel steel gasket are vertically provided with folded edges, and the distance between the two folded edges at the two ends of the channel steel gasket is consistent with the width of the lower end C-shaped channel steel and the width of the upper end C-shaped channel steel.
Preferably, a notch is formed in one end, far away from the angle steel, of the limiting mechanism, and the screw penetrates through the notch formed in the limiting mechanism.
Preferably, the channel-section steel nut cooperatees with the cutting ferrule, the cutting ferrule runs through and has seted up the through-hole, the through-hole that the screw rod passed the cutting ferrule links to each other with the channel-section steel nut, the cutting ferrule matches with the recess of lower extreme C type channel-section steel and upper end C type channel-section steel and merges and set up in the recess.
Preferably, the base comprises a sleeve and a fixing plate, the sleeve is connected with the fixing plate, and the fixing plate is provided with a fixing connecting hole.
Preferably, the using method comprises the following steps:
the method comprises the following steps: connecting one of the C-shaped channel steels at the upper end with the two C-shaped channel steels at the lower ends through a channel steel gasket, a bolt and a channel steel nut;
step two: two lower end C-shaped channel steels and a connected upper end C-shaped channel steel sleeve are sleeved on the vertical anti-seismic support, and then the base is fixed;
step three: and the rest upper end C-shaped channel steel is connected with two lower end C-shaped channel steels through a channel steel gasket, a bolt and a channel steel nut, and the two angle steels are connected through a screw rod and screwed down to realize the connection of the whole and the vertical anti-seismic support.
Compared with the prior art, the invention has the beneficial effects that:
the invention makes up the defect that electromechanical vertical pipelines, bridges and air pipes have no anti-seismic energy dissipation devices in the vertical direction, vertical anti-seismic supports are additionally arranged in each layer of equipment pipeline well to effectively perform anti-seismic energy dissipation on longitudinal seismic waves, and the bearing capacity of the vertical anti-seismic supports is improved by 3-10 times compared with that of common supports under the same rigidity.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
FIG. 2 is a schematic top view of the present invention.
Fig. 3 is a schematic cross-sectional view taken along line a-a of fig. 2.
Fig. 4 is a schematic cross-sectional view at B-B in fig. 2.
Fig. 5 is a schematic structural view of the base.
Fig. 6 is a schematic view of the installation position of the present invention.
In the figure: lower extreme C type channel-section steel 1, upper end C type channel-section steel 2, channel-section steel gasket 3, channel-section steel end cover 4, screw rod 5, spring damping screw 6, damping gasket 7, base 8, stop gear 9, angle steel 10, channel-section steel nut 11, hexagon nut 12, bolt 13, cutting ferrule 14, sleeve 81, fixed plate 82.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: an anti-seismic support hanger for a pipeline in the vertical direction comprises a lower end C-shaped channel steel 1, an upper end C-shaped channel steel 2, a channel steel gasket 3, channel steel end covers 4, screws 5, spring damping screws 6, damping gaskets 7, a base 8, a limiting mechanism 9, angle steel 10, channel steel nuts 11, hexagon nuts 12 and bolts 13, wherein the lower end C-shaped channel steel 1 is provided with two parallel arrangements, the base 8 is fixed at one end of the lower end C-shaped channel steel 1 through the bolts 13 and the hexagon nuts 12, the channel steel end covers 4 are arranged at the other end of the lower end C-shaped channel steel 1, the upper end C-shaped channel steel 2 is provided with two parallel arrangements, the lower end C-shaped channel steel 1 and the upper end C-shaped channel steel 2 are consistent in structure, grooves are formed in the upper surfaces of the lower end C-shaped channel steel 1 and the upper end C-shaped channel steel 2, the two ends of the upper end C-shaped channel steel 2 are connected with the upper, the two ends of the upper surface of the upper end C-shaped channel steel 2 are provided with channel steel gaskets 3, bolts 13 penetrate through the channel steel gaskets 3, an upper end C-shaped groove is connected with a lower end C-shaped channel steel 1 through the bolts 13 and channel steel nuts 11, two ends of the channel steel gaskets 3 are vertically provided with folded edges, the distance between the two folded edges at the two ends of the channel steel gaskets 3 is consistent with the width of the lower end C-shaped channel steel 1 and the upper end C-shaped channel steel 2, angle steel 10 is connected with the upper end C-shaped channel steel 2 through spring damping screws 6 and channel steel nuts 11, the channel steel nuts 11 are matched with clamping sleeves 14, the clamping sleeves 14 are provided with through holes in a penetrating mode, the screws 5 penetrate through the through holes of the clamping sleeves 14 to be connected with the channel steel nuts 11, the clamping sleeves 14 are matched with the grooves of the lower end C-shaped channel steel 1 and the upper end C-shaped channel steel 2 and are arranged in the grooves, a notch is formed in one end, far away from the angle steel 10, of the limiting mechanism 9, the screw 5 penetrates through the notch formed in the limiting mechanism 9, and a damping gasket 7 is further arranged on the inner side of the angle steel 10.
As shown in fig. 5, the base 8 includes a sleeve 81 and a fixing plate 82, the sleeve 81 is connected to the fixing plate 82, and the fixing plate 82 is provided with a fixing connection hole.
As shown in fig. 6, the use method of the anti-seismic support and hanger for the vertical pipeline comprises the following steps:
the method comprises the following steps: one upper end C-shaped channel steel 2 is connected with two lower end C-shaped channel steels 1 through a channel steel gasket 3, a bolt 13 and a channel steel nut 11;
step two: sleeving two lower-end C-shaped channel steels 1 and a connected upper-end C-shaped channel steel 2 on a vertical anti-seismic support, and fixing a base 8 on a supporting surface;
step three: and the rest upper end C-shaped channel steel 2 is connected with two lower end C-shaped channel steels 1 through a channel steel gasket 3, a bolt 13 and a channel steel nut 11, and two angle steels 10 are connected through a screw rod 5 and are screwed down, so that the whole connection with the vertical anti-seismic support is realized.
The use principle is as follows: four shock-absorbing supports (two lower end C-shaped channel steels and two upper end C-shaped channel steels) of the vertical support are utilized to provide restraint, and equipment pipelines, the bridge frame and the air pipe are restrained from buckling under pressure, so that the equipment pipelines are broken and damaged to affect normal use. The invention makes up the defect that electromechanical vertical pipelines, bridges and air pipes have no anti-seismic energy dissipation devices in the vertical direction, vertical anti-seismic supports are additionally arranged in each layer of equipment pipeline well to effectively perform anti-seismic energy dissipation on longitudinal seismic waves, and the bearing capacity of the vertical anti-seismic supports is improved by 3-10 times compared with that of common supports under the same rigidity.
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 (7)
1. The utility model provides a antidetonation gallows for vertical direction pipeline which characterized in that: the damping device comprises lower end C-shaped channel steel (1), upper end C-shaped channel steel (2), channel steel gaskets (3), channel steel end covers (4), screws (5), spring damping screws (6), damping gaskets (7), a base (8), a limiting mechanism (9), angle steel (10), channel steel nuts (11), hexagon nuts (12) and bolts (13), wherein the lower end C-shaped channel steel (1) is provided with two channel steel end covers (4), the base (8) is fixed at one end of the lower end C-shaped channel steel (1) through the bolts (13) and the hexagon nuts (12), the channel steel end covers (4) are arranged at the other end of the lower end C-shaped channel steel (1), the upper end C-shaped channel steel (2) is provided with two channel steel end covers (4), the two ends of the upper end C-shaped channel steel (2) are connected with the upper surfaces of the two lower end C-shaped channel steel (1) and are arranged vertically, and the two ends of, the utility model discloses a steel structure, including upper end C type channel-section steel (2), bolt (13) pass channel-section steel gasket (3) and upper end C type groove and pass through bolt (13) and channel-section steel nut (11) and link to each other with lower extreme C type channel-section steel (1), angle steel (10) link to each other with upper end C type channel-section steel (2) through spring damping screw (6) and channel-section steel nut (11), are located two upper end C type channel-section steel (2) upper ends angle steel (10) inboard all is provided with two stop gear (9), screw rod (5) pass corresponding stop gear (9) and link to each other with two angle steel (10), the inboard of angle steel (10) still is provided with shock pad (7).
2. An earthquake-resistant support and hanger for vertically orientated pipelines as claimed in claim 1, wherein: the structure of the lower end C-shaped channel steel (1) is consistent with that of the upper end C-shaped channel steel (2), and grooves are formed in the upper surfaces of the lower end C-shaped channel steel (1) and the upper end C-shaped channel steel (2).
3. An earthquake-resistant support and hanger for vertically orientated pipelines as claimed in claim 1, wherein: and two ends of the channel steel gasket (3) are vertically provided with folded edges, and the distance between the two folded edges at the two ends of the channel steel gasket (3) is consistent with the width of the lower end C-shaped channel steel (1) and the width of the upper end C-shaped channel steel (2).
4. An earthquake-resistant support and hanger for vertically orientated pipelines as claimed in claim 1, wherein: one end of the limiting mechanism (9), which is far away from the angle steel (10), is provided with a notch, and the screw rod (5) penetrates through the notch arranged on the limiting mechanism (9).
5. An earthquake-resistant support and hanger for vertically orientated pipelines as claimed in claim 1, wherein: channel-section steel nut (11) cooperate with cutting ferrule (14), cutting ferrule (14) run through and have seted up the through-hole, screw rod (5) pass the through-hole of cutting ferrule (14) and link to each other with channel-section steel nut (11), cutting ferrule (14) cooperate with the recess of lower extreme C type channel-section steel (1) and upper end C type channel-section steel (2) and set up in the recess.
6. An earthquake-resistant support and hanger for vertically orientated pipelines as claimed in claim 1, wherein: the base (8) comprises a sleeve (81) and a fixing plate (82), the sleeve (81) is connected with the fixing plate (82), and a fixing connecting hole is formed in the fixing plate (82).
7. An earthquake-resistant support and hanger for vertically orientated pipelines as claimed in claim 1, wherein: the using method comprises the following steps:
the method comprises the following steps: one C-shaped channel steel (2) at the upper end is connected with two C-shaped channel steels (1) at the lower ends through a channel steel gasket (3), a bolt (13) and a channel steel nut (11);
step two: sleeving two lower-end C-shaped channel steels (1) and a connected upper-end C-shaped channel steel (2) on a vertical anti-seismic support, and fixing a base (8) on a supporting surface;
step three: the remaining upper end C-shaped channel steel (2) is connected with the two lower end C-shaped channel steels (1) through a channel steel gasket (3), a bolt (13) and a channel steel nut (11), and the two angle steels (10) are connected through a screw (5) and screwed down to realize the connection of the whole and the vertical anti-seismic support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011423742.7A CN112361081B (en) | 2020-12-08 | 2020-12-08 | A antidetonation gallows for vertical direction pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011423742.7A CN112361081B (en) | 2020-12-08 | 2020-12-08 | A antidetonation gallows for vertical direction pipeline |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112361081A true CN112361081A (en) | 2021-02-12 |
| CN112361081B CN112361081B (en) | 2022-09-13 |
Family
ID=74536686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011423742.7A Active CN112361081B (en) | 2020-12-08 | 2020-12-08 | A antidetonation gallows for vertical direction pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112361081B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB910629A (en) * | 1960-03-11 | 1962-11-14 | Bauer Rudolf | Stand for sprinklers |
| CN202056416U (en) * | 2011-05-15 | 2011-11-30 | 中建一局集团安装工程有限公司 | Low-temperature vertical pipeline fixing support |
| CN202469249U (en) * | 2012-03-19 | 2012-10-03 | 歌山建设集团有限公司 | Wall mixture vertical conveying pipeline shock absorber |
| US8297561B1 (en) * | 2011-07-22 | 2012-10-30 | Christian Montplaisir | Pipe support |
| CN202674552U (en) * | 2012-07-04 | 2013-01-16 | 厦门嘉达声学技术工程有限公司 | Pipe vibration isolation structure |
| CN205559985U (en) * | 2016-04-11 | 2016-09-07 | 柏诚工程股份有限公司 | Novel vertical rectangular is support for tuber pipe |
| CN109764183A (en) * | 2017-11-09 | 2019-05-17 | 天津二建水电安装工程有限公司 | A kind of pipe tunnel suspension and support |
| CN211599746U (en) * | 2020-01-20 | 2020-09-29 | 国泰瑞安股份有限公司 | Fire control riser bearing support |
-
2020
- 2020-12-08 CN CN202011423742.7A patent/CN112361081B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB910629A (en) * | 1960-03-11 | 1962-11-14 | Bauer Rudolf | Stand for sprinklers |
| CN202056416U (en) * | 2011-05-15 | 2011-11-30 | 中建一局集团安装工程有限公司 | Low-temperature vertical pipeline fixing support |
| US8297561B1 (en) * | 2011-07-22 | 2012-10-30 | Christian Montplaisir | Pipe support |
| CN202469249U (en) * | 2012-03-19 | 2012-10-03 | 歌山建设集团有限公司 | Wall mixture vertical conveying pipeline shock absorber |
| CN202674552U (en) * | 2012-07-04 | 2013-01-16 | 厦门嘉达声学技术工程有限公司 | Pipe vibration isolation structure |
| CN205559985U (en) * | 2016-04-11 | 2016-09-07 | 柏诚工程股份有限公司 | Novel vertical rectangular is support for tuber pipe |
| CN109764183A (en) * | 2017-11-09 | 2019-05-17 | 天津二建水电安装工程有限公司 | A kind of pipe tunnel suspension and support |
| CN211599746U (en) * | 2020-01-20 | 2020-09-29 | 国泰瑞安股份有限公司 | Fire control riser bearing support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112361081B (en) | 2022-09-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108533834B (en) | Vibration reduction type anti-seismic support and hanger with adjustable supporting rigidity | |
| CN206706552U (en) | A kind of cable-stayed bridge ballast formula lateral vibration absorbing device | |
| CN112413236A (en) | Novel assembled piping lane gallows of combatting earthquake | |
| CN104452572A (en) | Outer-side span stay cable-free stay bridge with horizontal stress performance improved | |
| CN109973746A (en) | Sleeve type damping material energy consumption type shock absorbing equipment support | |
| CN112361081B (en) | A antidetonation gallows for vertical direction pipeline | |
| CN210950401U (en) | Anti-seismic support | |
| CN213452121U (en) | Antidetonation support protection device | |
| KR101744909B1 (en) | Spacing unit for expansion joint apparatus of bridge | |
| CN212080762U (en) | Viscoelastic combined damping support | |
| CN110397839A (en) | A Viscoelastic Combined Shock Absorbing Bracket | |
| CN215721643U (en) | Adjustable's combination pipeline antidetonation support | |
| CN214007888U (en) | Effectual architectural equipment of antidetonation | |
| CN208735020U (en) | A kind of pipeline assembled hanger system | |
| CN219282578U (en) | Large-span truss supporting structure of heat supply pipe network | |
| CN221196380U (en) | House pipeline anti-seismic bracket | |
| CN210600454U (en) | Multi-direction shock attenuation gallows | |
| CN217583417U (en) | A two-way anti-seismic support for a circular pipe | |
| CN222717647U (en) | Novel antidetonation gallows support piece | |
| CN221958321U (en) | Vibration-damping and shock-resistant comprehensive support with limit function | |
| CN214743811U (en) | But height-adjusting's energy dissipation type damping antidetonation support | |
| CN215258843U (en) | Electromechanical device damping device | |
| CN219734435U (en) | Earthquake-resistant structure of building earthquake-resistant support | |
| CN214743809U (en) | Water pipe side longitudinal anti-seismic support with adjustable size | |
| CN222836423U (en) | FPSO technology module piping support that takes precautions against earthquakes |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 226000 8th floor, building 16, Zilang science and Technology City, No. 60, Chongzhou Avenue, Chongchuan District, Nantong City, Jiangsu Province Patentee after: Nantong assembly building and Intelligent Structure Research Institute Address before: Room 606, building C, entrepreneurship outsourcing service center, 188 Tongsheng Avenue, Nantong Development Zone, Jiangsu Province, 226011 Patentee before: Nantong assembly building and Intelligent Structure Research Institute |
|
| CP02 | Change in the address of a patent holder |