CN111306365A - Anti-disengagement anti-seismic support connecting structure installation method - Google Patents
Anti-disengagement anti-seismic support connecting structure installation method Download PDFInfo
- Publication number
- CN111306365A CN111306365A CN202010117195.3A CN202010117195A CN111306365A CN 111306365 A CN111306365 A CN 111306365A CN 202010117195 A CN202010117195 A CN 202010117195A CN 111306365 A CN111306365 A CN 111306365A
- Authority
- CN
- China
- Prior art keywords
- connecting plate
- channel steel
- shaped channel
- sliding ring
- hole
- 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
- F16L3/16—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of 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
- 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
Abstract
The invention discloses an anti-disengagement anti-seismic support connecting structure mounting method, which comprises the following steps: step 1: mounting the fixed assembly on the channel steel; step 2: connecting the connecting piece with the C-shaped channel steel; and step 3: connecting the connecting seat with the connecting piece through a rotating shaft; wherein, the step 1 specifically comprises the steps of S1, positioning the sliding ring and S2, fixing the sliding ring; the step 2 comprises the step of fixing the first connecting plate S1 and the step of fixing the second connecting plate S2.
Description
Technical Field
The invention relates to the technical field of anti-seismic hangers, in particular to a method for installing an anti-disengagement anti-seismic support connecting structure.
Background
Since GB50981 'design code for building electromechanical engineering earthquake-proof' national mandatory standard is implemented in 2015 8 months, the market of the domestic earthquake-proof support field is sharply expanded, more and more manufacturers enter the industry, the technical capabilities are different, some manufacturers do not have technical accumulation, only simply assemble all parts together, do not have the product performance and assembly requirements for all parts, and once an earthquake happens, the anti-seismic support parts are easy to slip, and the earthquake-proof effect cannot be achieved.
The main thing in the antidetonation support is the connection between antidetonation connecting piece and the steel structure, however the connected mode among the prior art has following not enough accommodations:
the connection between the anti-seismic connecting piece and the steel structure is realized by adopting a point-surface contact mode, so that once an earthquake occurs, the anti-seismic connecting piece and the steel structure can be separated, and the pipeline falls to cause danger.
The application number is CN201920549573.8, and the publication number is: CN 209892862U's utility model discloses an antidetonation connecting piece, including anchor seat, the grapple and the guide vane that are connected with anchor seat through the rotary column, the mutual block of guide vane and grapple, be equipped with the bolt on the grapple, the bolt lower extreme is connected with interlock portion, on the guide vane with it is equipped with down interlock portion to go up interlock portion relevant position, goes up interlock portion and is equipped with a plurality of coniform interlock teeth that are down in the interlock portion, and it can move and carry out the interlock with the steel structure to go up interlock portion direction down after rotating the bolt. Should can with carry out the multiple spot fastening between the steel structure, can effectually guarantee to construct the firm connection between steel and the connecting piece.
In the use of reality, interlock portion will steel structure (C type channel-section steel) carry out the interlock through setting up about for the steel structure takes place slight deformation and improves the steadiness between antidetonation connecting piece and the steel structure, though this utility model can improve the steadiness between antidetonation connecting piece and the steel structure to a certain extent, nevertheless, if the sense of shaking is stronger, the atress between antidetonation connecting piece and the steel structure is too big, still can throw off between antidetonation connecting piece and the steel structure, causes the danger that the pipeline drops.
Disclosure of Invention
The invention aims to overcome the defect that in the prior art, the anti-seismic connecting piece and the steel structure are easy to separate in an earthquake to cause danger, and provides the installation method of the anti-separation anti-seismic support connecting structure.
In order to solve the technical problems, the technical scheme adopted by the invention is as follows:
the anti-disengaging anti-seismic support connecting structure has the following specific structure: the anti-seismic connecting piece comprises a connecting seat, a connecting piece and a fixing assembly, wherein the connecting seat is fixedly arranged on a wall body, and the connecting piece is hinged with the connecting seat through a rotating shaft; the connecting piece comprises an arc-shaped part, a first connecting plate and a second connecting plate, the first connecting plate and the second connecting plate are respectively connected to two ends of the arc-shaped part, the first connecting plate and the second connecting plate are parallel to each other, a clamping gap is formed between the first connecting plate and the second connecting plate, the connecting seat is connected with the arc-shaped part on the connecting piece through the rotating shaft, and the connecting piece can rotate around the rotating shaft; the first connecting plate and the second connecting plate are respectively provided with a through hole A and a through hole B, and the through hole A and the through hole B are coaxial; the fixing assembly comprises a bolt, a strip-shaped nut, a guide rod and a sliding ring, the sliding ring is a square ring, the sliding ring is sleeved on the C-shaped channel steel, a gap for inserting a second connecting plate is formed between the lower end of the sliding ring and the C-shaped channel steel, a through hole C is formed in the upper end of the sliding ring, threaded holes are formed in the lower end, the left end and the right end of the sliding ring, a fastening bolt is arranged in each threaded hole in a matching mode, the bolt penetrates through the through hole C and then is matched with the strip-shaped nut, saw tooth holes are formed in two ends of the top surface of the strip-shaped nut, the guide rod is fixedly installed at the upper end of the sliding ring and penetrates through a through hole; the C-shaped channel steel is provided with a flange, and sawteeth are arranged on the flange; after the bottom end of the C-shaped channel steel extends into the clamping gap, the bolt penetrates through the through hole A in the first connecting plate and then tightly abuts against the upper surface of the lower end of the C-shaped channel steel, the fastening bolt at the lower end of the sliding ring penetrates through the through hole B and then tightly abuts against the lower surface of the lower end of the C-shaped channel steel, and the fastening bolts at the left end and the right end of the sliding ring also tightly abut against the outer surfaces of the left end and the right end of the C-shaped channel steel.
And the thickness between the first connecting plate and the second connecting plate is the same as that of the lower end of the C-shaped channel steel.
Further optimize, first connecting plate both sides end is provided with the breach.
Further optimize, be provided with a plurality ofly on the second connecting plate through-hole B, C type channel steel lower extreme is provided with a plurality of screw holes, and all sets fastening bolt in each screw hole.
Wherein, the bolt and the fastening bolt are outer hexagon bolts.
Further optimization, the number of the through holes D formed in the strip-shaped nut is two, and the number of the guide rods is two.
The mounting method specifically comprises the following steps:
the method for installing the anti-disengagement anti-seismic support connecting structure comprises the following steps:
step 1: mounting the fixed assembly on the channel steel;
step 2: connecting the connecting piece with the C-shaped channel steel;
and step 3: connecting the connecting seat with the connecting piece through a rotating shaft;
wherein, the specific steps in the step 1 are as follows:
s1, positioning: sleeving a sliding ring on the C-shaped channel steel, moving the sliding ring to a position close to the end part of the C-shaped channel steel 1, enabling the C-shaped channel steel flanging to be located between the upper end of the sliding ring and the strip-shaped nut, and enabling the upper end of the sliding ring to be tightly attached to the C-shaped channel steel flanging;
s2, fixing the slip ring: and after the step S1 is completed, screwing the fastening bolts at the left end and the right end of the sliding ring so that the fastening bolts tightly prop against the left end and the right end of the C-shaped channel steel.
Wherein, the step 2 comprises the following steps:
s1, fixing the first connection plate: the lower end of the C-shaped channel steel is moved into a clamping gap formed between a first connecting plate and a second connecting plate, so that the first connecting plate is inserted into the C-shaped channel steel, and the second connecting plate is inserted into a gap formed between the lower end of the sliding ring and the C-shaped channel steel; then screwing the bolt, enabling the end part of the bolt to penetrate through the through hole A on the first connecting plate, enabling the end part of the bolt and the C-shaped channel steel to be tightly propped against the upper surface of the lower end of the C-shaped channel steel, enabling the strip-shaped nut to ascend along the guide rod, and enabling the sawtooth hole in the strip-shaped nut to be clamped with the sawtooth arranged on the flanging edge of the C-shaped channel steel to fix the first connecting plate;
s2, fixing the second connecting plate: and screwing the fastening bolt at the lower end of the sliding ring, so that the fastening bolt passes through the through hole B on the second connecting plate, and the end part of the fastening bolt tightly abuts against the lower surface of the lower end of the C-shaped channel steel, thereby realizing the fixation of the second connecting plate.
Compared with the prior art, the invention has the following beneficial effects:
when the anti-seismic connecting piece is used, the anti-seismic connecting piece and the C-shaped channel steel are connected more stably, the anti-seismic connecting piece and the C-shaped channel steel can be prevented from being separated due to overlarge stress even if the anti-seismic connecting piece is used in a place with stronger seismic sense, the use is safer, the installation process is simple, and the construction is convenient.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic view of the overall structure of the anti-disengagement anti-seismic bracket connection structure according to the present invention.
Fig. 2 is an exploded view of fig. 1 in accordance with the present invention.
Fig. 3 is a schematic structural view of the connector according to the present invention.
Fig. 4 is a schematic view of the overall structure of the fixing assembly according to the present invention.
Fig. 5 is a schematic view of the C-shaped groove steel structure in the present invention.
Reference numerals: 1C type channel-section steel, 2 connecting seats, 3 connecting pieces, 4 arc portions, 5 first connecting plates, 6 second connecting plates, 7 block clearances, 8 through-hole A, 9 through-hole B, 10 pivots, 11 fixed components, 12 bolts, 13 strip nuts, 14 guide rods, 15 sliding rings, 16 through-hole C, 17 threaded holes, 18 fastening bolts, 19 sawtooth holes, 20 flanging, 21 gaps, 22 through-hole D, 23 mounting holes.
Detailed Description
The present invention will be further described with reference to the following examples, which are intended to illustrate only some, but not all, of the embodiments of the present invention. Based on the embodiments of the present invention, other embodiments used by those skilled in the art without any creative effort belong to the protection scope of the present invention.
Example 1
An anti-disengagement anti-seismic support connecting structure comprises an anti-seismic connecting piece and a C-shaped channel steel 1, wherein the anti-seismic connecting piece comprises a connecting seat 2, a connecting piece 3 and a fixing component 11, the connecting seat 2 is fixedly arranged on a wall body, and the connecting piece 3 is hinged with the connecting seat 2 through a rotating shaft 10; the connecting piece 3 comprises an arc-shaped part 4, a first connecting plate 5 and a second connecting plate 6, the first connecting plate 5 and the second connecting plate 6 are respectively connected to two ends of the arc-shaped part 4, the first connecting plate 5 and the second connecting plate 6 are parallel to each other, a clamping gap 7 is formed between the first connecting plate 5 and the second connecting plate 6, the connecting seat 2 is connected with the arc-shaped part 4 on the connecting piece 3 through the rotating shaft 10, and the connecting piece 3 can rotate around the rotating shaft 10; the first connecting plate 5 and the second connecting plate 6 are respectively provided with a through hole A8 and a through hole B9, and the through hole A8 and the through hole B9 are coaxial; the fixing assembly 11 comprises a bolt 12, a strip nut 13, a guide rod 14 and a sliding ring 15, the sliding ring 15 is a square ring, the sliding ring 15 is sleeved on the C-shaped channel steel 1, a gap for inserting the second connecting plate 6 is formed between the lower end of the sliding ring 15 and the C-shaped channel steel 1, the upper end of the sliding ring 15 is provided with a through hole C16, the lower end and the left and right ends of the sliding ring are provided with threaded holes 17, the threaded holes 17 are provided with fastening bolts 18, the bolt 12 penetrates through the through hole C16 and then is matched with the strip nut 13, two ends of the top surface of the strip nut 13 are provided with sawtooth holes 19, the guide rod 14 is fixedly installed at the upper end of the sliding ring 15 and penetrates through a through hole D22 arranged on the strip nut 13, and when the bolt 12 is rotated, the strip; a flange 20 is arranged on the C-shaped channel steel 1, and sawteeth are arranged on the flange 20; after the bottom end of the C-shaped channel steel 1 extends into the clamping gap 7, the bolt 12 passes through the through hole A8 on the first connecting plate 5 and then tightly abuts against the upper surface of the lower end of the C-shaped channel steel 1, the fastening bolt 18 at the lower end of the sliding ring 15 passes through the through hole B9 and then tightly abuts against the lower surface of the lower end of the C-shaped channel steel 1, and the fastening bolts 18 at the left end and the right end of the sliding ring 15 also tightly abut against the outer surfaces of the left end and the right end of the C-shaped channel steel 1.
In practical use, the connecting seat 2 is provided with a mounting hole 23, and the rotating shaft 10 may be a bolt, which is convenient for installation and fixation.
In practical use, the connecting seat 2 and the connecting piece 3 are connected through the rotating shaft 10, so that a better anti-seismic effect can be achieved when an earthquake occurs, the fixing purpose is achieved through the fastening bolts 18 arranged at two sides of the sliding ring 15 and the C-shaped channel steel 1, the lower end of the C-shaped channel steel 1 extends into the clamping gap 7 between the first connecting plate 5 and the second connecting plate 6, then the bolt 12 is screwed to enable the strip nut 13 to move upwards, the sawtooth hole 19 in the strip nut 13 is clamped with the sawtooth on the flanging 20 of the C-shaped channel steel 1, the lower end of the bolt 12 penetrates through the through hole A8 in the first connecting plate 5, and the lower end of the bolt 12 is tightly pressed against the upper surface of the lower end of the C-shaped channel steel 1;
meanwhile, the fastening bolt 18 at the lower end of the sliding ring 15 passes through the through hole B9 on the second connecting plate 6 and is tightly pressed against the lower surface of the lower end of the C-shaped channel steel 1; thus, the fixed connection between the fixed component 11 and the C-shaped channel steel 1 can be realized; compared with the traditional mode that the anti-seismic connecting piece is in point-surface contact with a steel structure, the anti-seismic connecting piece is connected with the steel structure (C-shaped channel steel 1) through the bolt 12 and the fastening bolt 18, so that the connection between the anti-seismic connecting piece and the steel structure is more stable, even if the stress between the anti-seismic connecting piece and the steel structure is larger, and the anti-seismic connecting piece cannot be separated under the action of the sawteeth and the sawteeth holes 19, so that the anti-seismic connecting piece is safer in use and has a more stable structure.
Meanwhile, due to the fact that the guide rod 14 is arranged, when the sliding ring 15 is moved, the strip nut 13 cannot rotate, when the bolt 12 is screwed, the strip nut 13 cannot deflect, saw teeth of the sawtooth hole 19 in the strip nut 13 can be aligned with saw teeth of the turned edge 20 on the C-shaped channel steel 1, the strip nut 13 does not need to be manually blocked from rotating, installation is more convenient, and installation efficiency is improved.
The following will be further described in conjunction with the installation method of the present invention:
the installation method of the invention is as follows:
step 1: mounting a fixing component 11 on the C-shaped channel steel 1;
step 2: connecting the connecting piece 3 with the C-shaped channel steel 1;
and step 3: the connecting base 2 is connected with the connecting piece 3 through the rotating shaft 10.
Wherein the content of the first and second substances,
the specific steps in step 1 are as follows:
s1, positioning: sleeving a sliding ring 15 on the C-shaped channel steel 1, and moving the sliding ring 15 to a position close to the end part of the C-shaped channel steel 1, so that a flange 20 of the C-shaped channel steel 1 is positioned between the upper end of the sliding ring 15 and the strip-shaped nut 13, and the upper end of the sliding ring 15 is tightly attached to the flange 20 of the C-shaped channel steel 1;
s2, fixing the slide ring 15: after the step S1 is completed, the fastening bolts 18 at the left and right ends of the sliding ring 15 are screwed so that the fastening bolts 18 are tightly pressed against the left and right ends of the C-shaped channel 1.
The specific steps of step 2 are as follows:
s1, fixing the first connection plate 5: the lower end of the C-shaped channel steel 1 moves into a clamping gap 7 formed between a second connecting plate and a second connecting plate 6, so that the first connecting plate 5 is inserted into the C-shaped channel steel 1, and the second connecting plate 6 is inserted into a gap formed between the lower end of a sliding ring 15 and the C-shaped channel steel 1; then, screwing the bolt 12, enabling the end part of the bolt 12 to penetrate through a through hole A8 on the first connecting plate 5, enabling the end part of the bolt 12 and the C-shaped channel steel 1 to be tightly propped against the upper surface of the lower end of the C-shaped channel steel 1, enabling the strip nut 13 to ascend along the guide rod 14, and enabling the sawtooth hole 19 on the strip nut 13 to be clamped with sawteeth arranged on a flange 20 of the C-shaped channel steel 1 to realize the fixation of the first connecting plate 5;
s2, fixing the second connecting plate 6: the fastening bolt 18 at the lower end of the sliding ring 15 is screwed so that the fastening bolt 18 passes through the through hole B9 in the second connecting plate 6, and the end of the fastening bolt 18 is tightly pressed against the lower surface of the lower end of the C-shaped channel steel 1, thereby fixing the second connecting plate 6.
Example 2
This embodiment is further optimized on embodiment 1's basis, and in this embodiment, thickness between first connecting plate 5 and the second connecting plate 6 is the same with 1 lower extreme thickness of C type channel-section steel, is convenient for like this insert the C type channel-section steel 1 lower extreme between first connecting plate 5 and the second connecting plate 6, also avoids first connecting plate 5 and second connecting plate 6 and C type channel-section steel 1 lower extreme clearance too big simultaneously to cause overall structure unstable.
Further optimize, in this embodiment, first connecting plate 5 both sides end is provided with breach 21, like this, is convenient for control C type channel steel 1 and stretches into the length in block clearance 7, can effectually play spacing effect.
Example 3
The present embodiment is further optimized based on embodiment 1, in the present embodiment, a plurality of through holes B9 are provided on the second connecting plate 6, a plurality of threaded holes 17 are provided at the lower end of the C-shaped channel steel 1, and a fastening bolt 18 is provided in each threaded hole 17; thus, in actual use, the force applied to the second connecting plate 6 is dispersed by the fastening bolts 18, and the force applied to the second connecting plate 6 is more uniform.
The bolt 12 and the fastening bolt 18 are both hexagon socket head cap bolts 12.
Two through holes D22 are formed in the strip nut 13, and two guide rods 14 are arranged, so that the strip nut 13 can move more smoothly.
While preferred embodiments of the present invention have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. Therefore, it is intended that the appended claims be interpreted as including preferred embodiments and all such alterations and modifications as fall within the scope of the invention. The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, it should be noted that any modifications, equivalents and improvements made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (7)
1. The installation method of the anti-disengagement anti-seismic support connecting structure is characterized by comprising the following steps of:
step 1: mounting the fixed assembly on the channel steel;
step 2: connecting the connecting piece with the C-shaped channel steel;
and step 3: connecting the connecting seat with the connecting piece through a rotating shaft;
the fixing assembly comprises a bolt, a strip-shaped nut, a guide rod and a sliding ring, the sliding ring is a square ring, a through hole C is formed in the upper end of the sliding ring, threaded holes are formed in the lower end, the left end and the right end of the sliding ring, a fastening bolt is arranged in each threaded hole in a matched mode, the bolt is matched with the strip-shaped nut after penetrating through the through hole C, saw tooth holes are formed in two ends of the top face of the strip-shaped nut, the guide rod is fixedly installed at the upper end of the sliding ring and penetrates through a through hole D formed in the strip-shaped nut, and the strip-;
the C-shaped channel steel is provided with a flange, and sawteeth are arranged on the flange;
the connecting piece comprises an arc-shaped part, a first connecting plate and a second connecting plate, the first connecting plate and the second connecting plate are respectively connected to two ends of the arc-shaped part, the first connecting plate and the second connecting plate are parallel to each other, and a clamping gap is formed between the first connecting plate and the second connecting plate; and the first connecting plate and the second connecting plate are respectively provided with a through hole A and a through hole B, and the through hole A and the through hole B are coaxial.
2. The installation method of the anti-disengagement anti-seismic support connection structure according to claim 1, characterized in that the specific steps in step 1 are as follows:
s1, positioning: sleeving a sliding ring on the C-shaped channel steel, moving the sliding ring to a position close to the end part of the C-shaped channel steel 1, enabling the C-shaped channel steel flanging to be located between the upper end of the sliding ring and the strip-shaped nut, and enabling the upper end of the sliding ring to be tightly attached to the C-shaped channel steel flanging;
s2, fixing the slip ring: and after the step S1 is completed, screwing the fastening bolts at the left end and the right end of the sliding ring so that the fastening bolts tightly prop against the left end and the right end of the C-shaped channel steel.
3. The installation method of the anti-disengagement anti-seismic support connection structure according to claim 1, characterized in that the specific steps in step 2 are as follows:
s1, fixing the first connection plate: the lower end of the C-shaped channel steel is moved into a clamping gap formed between a first connecting plate and a second connecting plate, so that the first connecting plate is inserted into the C-shaped channel steel, and the second connecting plate is inserted into a gap formed between the lower end of the sliding ring and the C-shaped channel steel; then screwing the bolt, enabling the end part of the bolt to penetrate through the through hole A on the first connecting plate, enabling the end part of the bolt and the C-shaped channel steel to be tightly propped against the upper surface of the lower end of the C-shaped channel steel, enabling the strip-shaped nut to ascend along the guide rod, and enabling the sawtooth hole in the strip-shaped nut to be clamped with the sawtooth arranged on the flanging edge of the C-shaped channel steel to fix the first connecting plate;
s2, fixing the second connecting plate: and screwing the fastening bolt at the lower end of the sliding ring, so that the fastening bolt passes through the through hole B on the second connecting plate, and the end part of the fastening bolt tightly abuts against the lower surface of the lower end of the C-shaped channel steel, thereby realizing the fixation of the second connecting plate.
4. The installation method of an anti-disengagement anti-seismic support connection structure according to claim 1, characterized in that: the connecting seat is connected with the arc-shaped part on the connecting piece through the rotating shaft, and the connecting piece can rotate around the rotating shaft.
5. The installation method of an anti-disengagement anti-seismic support connection structure according to claim 1, characterized in that: notches are arranged at two side ends of the first connecting plate.
6. The installation method of an anti-disengagement anti-seismic support connection structure according to claim 1, characterized in that: the second connecting plate is provided with a plurality of through holes B, the lower end of the C-shaped channel steel is provided with a plurality of threaded holes, and a fastening bolt is arranged in each threaded hole.
7. The installation method of an anti-disengagement anti-seismic support connection structure according to claim 1, characterized in that: the strip-shaped nut is provided with two through holes D, and the number of the guide rods is two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010117195.3A CN111306365B (en) | 2020-02-25 | 2020-02-25 | Anti-disengagement anti-seismic support connecting structure installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010117195.3A CN111306365B (en) | 2020-02-25 | 2020-02-25 | Anti-disengagement anti-seismic support connecting structure installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111306365A true CN111306365A (en) | 2020-06-19 |
| CN111306365B CN111306365B (en) | 2021-07-06 |
Family
ID=71149297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010117195.3A Active CN111306365B (en) | 2020-02-25 | 2020-02-25 | Anti-disengagement anti-seismic support connecting structure installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111306365B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2399154A (en) * | 2003-03-06 | 2004-09-08 | Softshock Ltd | Vibration damper |
| US7097141B2 (en) * | 2002-08-16 | 2006-08-29 | Nibco Incorporated | Sway brace clamp and connector assembly |
| CN207161609U (en) * | 2017-08-21 | 2018-03-30 | 广州威斯科特环境科技有限公司 | Para-seismic support connect base |
| CN109812538A (en) * | 2017-11-21 | 2019-05-28 | 宁波午虎机电技术有限公司 | A kind of building electromechanical equipment antidetonation connecting elements |
| CN209892862U (en) * | 2019-04-22 | 2020-01-03 | 成都博研新材科技有限公司 | Antidetonation connecting piece |
| CN210014090U (en) * | 2018-12-28 | 2020-02-04 | 深圳市深宝来工贸科技有限公司 | Anti-seismic support structure connecting piece |
-
2020
- 2020-02-25 CN CN202010117195.3A patent/CN111306365B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7097141B2 (en) * | 2002-08-16 | 2006-08-29 | Nibco Incorporated | Sway brace clamp and connector assembly |
| GB2399154A (en) * | 2003-03-06 | 2004-09-08 | Softshock Ltd | Vibration damper |
| CN207161609U (en) * | 2017-08-21 | 2018-03-30 | 广州威斯科特环境科技有限公司 | Para-seismic support connect base |
| CN109812538A (en) * | 2017-11-21 | 2019-05-28 | 宁波午虎机电技术有限公司 | A kind of building electromechanical equipment antidetonation connecting elements |
| CN210014090U (en) * | 2018-12-28 | 2020-02-04 | 深圳市深宝来工贸科技有限公司 | Anti-seismic support structure connecting piece |
| CN209892862U (en) * | 2019-04-22 | 2020-01-03 | 成都博研新材科技有限公司 | Antidetonation connecting piece |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111306365B (en) | 2021-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9422957B2 (en) | Panel clamp | |
| CN110965652B (en) | Assembled building primary and secondary roof beam steel connected node structure | |
| CN102623526A (en) | Solar energy rack for flat roof | |
| CN210053127U (en) | Novel cable fixing clamp | |
| CN111306365B (en) | Anti-disengagement anti-seismic support connecting structure installation method | |
| CN211624431U (en) | Anti-disengagement anti-seismic support connecting structure | |
| CN214923802U (en) | Adjustable locking and fixing device | |
| WO2022057244A1 (en) | Connection unit for prefabricated building | |
| CN203685790U (en) | Twisted-shaped connector of anti-seismic support | |
| KR200446319Y1 (en) | Assembling structure bracket for window and sliding door | |
| CN108756201B (en) | Assembled cantilever support and assembling process thereof | |
| CN113315070B (en) | Damper with detachable hammer head and steel stranded wire and installation method thereof | |
| CN210799591U (en) | Connecting fastener | |
| CN212480360U (en) | High-rise building gas riser fixed bolster | |
| DE202010005417U1 (en) | Mounting arrangement for fixing a solar module | |
| CN213626744U (en) | Connecting joint of square steel pipe supporting structure | |
| CN211624394U (en) | Connecting assembly for anti-seismic support | |
| CN111576699A (en) | Nut assembly with nut jacket and fastening assembly thereof | |
| CN216767473U (en) | Single-column upward expansion type support | |
| CN219611645U (en) | Clamping part, guide rail bracket and solar panel bracket | |
| CN115012607B (en) | Unit type curved surface wood grain aluminum plate splicing design structure | |
| CN217976950U (en) | Bolt | |
| CN219710044U (en) | Device for combining I-beam with bailey piece and mounting structure | |
| CN216195907U (en) | Indoor square tube device of assembled of stable installation | |
| CN219067742U (en) | Cable hanger convenient for grounding |
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 | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: An installation method of anti detachment seismic support connection structure Effective date of registration: 20220110 Granted publication date: 20210706 Pledgee: Bank of China Limited Chengdu Longquanyi sub branch Pledgor: CHENGDU BOYAN NEW MATERIAL TECHNOLOGY Co.,Ltd. Registration number: Y2022510000010 |