阅读说明：本技术 一种抗震支吊架及其组装方法 (Anti-seismic support and hanger and assembling method thereof ) 是由 蒙海萍 刘建财 周林 于 2020-12-26 设计创作，主要内容包括：本申请涉及一种抗震支吊架及其组装方法,涉及工程元件技术领域,其技术方案主要包括纵向支架、侧向支架以及安装支架,安装支架均包括吊杆以及支撑杆,支撑杆上均滑移安装有侧限位杆,各组侧限位杆对应各管道的两侧设置,两件支撑杆上转动设置有转轴,转轴上设置有若干组与各组侧限位杆螺纹连接的双向螺纹段；转轴的其中一端上转动连接有连接杆,连接杆上端万向铰接有上限位杆,上限位杆可与各侧限位杆连接,上限位杆上沿其长度方向固定有若干组燕尾块,各组侧限位杆上均开设有对应于各组燕尾块的燕尾槽,各组燕尾块均位于各组上限位杆之间。本申请具有便于抗震支吊架安装的效果。(The utility model relates to an anti-seismic support and hanger and an assembling method thereof, relating to the technical field of engineering elements, the technical proposal mainly comprises a longitudinal support, a lateral support and a mounting support, wherein the mounting support comprises a suspension rod and a support rod, the support rod is provided with a side limit rod in a sliding way, each group of side limit rods are arranged corresponding to the two sides of each pipeline, two support rods are rotatably provided with a rotating shaft, and the rotating shaft is provided with a plurality of groups of bidirectional thread sections in threaded connection with each group of side limit rods; one end of the rotating shaft is rotatably connected with a connecting rod, the upper end of the connecting rod is universally hinged with an upper limiting rod, the upper limiting rod can be connected with each side limiting rod, a plurality of groups of dovetail blocks are fixed on the upper limiting rod along the length direction of the upper limiting rod, dovetail grooves corresponding to each group of dovetail blocks are formed in each group of side limiting rods, and each group of dovetail blocks are located between each group of upper limiting rods. This application has the effect of the gallows installation of being convenient for antidetonation.)

1. An anti-seismic support and hanger, comprising a longitudinal support (1), a lateral support (2) and a mounting support (3), said mounting support (3) being for mounting a fixed pipe, said longitudinal support (1) and lateral support (2) being obliquely mounted to the longitudinal side and lateral side of the mounting support (3), respectively, characterized in that: the mounting support (3) comprises a vertically arranged hanging rod (31) and a horizontally arranged supporting rod (32), a plurality of groups of side limiting rods (4) are mounted on the supporting rod (32) along the length direction of the supporting rod, each group of side limiting rods (4) vertically slide on two sides of a corresponding pipeline, a rotating shaft (5) arranged along the length direction of the supporting rod (32) rotates on the supporting rod (32), a plurality of bidirectional thread sections (6) corresponding to each group of side limiting rods (4) are arranged on the rotating shaft (5), each group of side limiting rods (4) are in threaded connection with the corresponding bidirectional thread sections (6), and when the rotating shaft (5) is rotated, each group of side limiting rods (4) slide towards the direction close to the corresponding pipeline; one of them of pivot (5) is served and is rotated and be connected with connecting rod (7) parallel with side gag lever post (4), connecting rod (7) upper end universal articulated have last gag lever post (8), go up gag lever post (8) and can be connected with each side gag lever post (4), go up gag lever post (8) and go up and be provided with a plurality of groups dovetail (9) along its length direction, each group all be provided with dovetail (10) corresponding to each group dovetail (9) on side gag lever post (4), each group dovetail (9) all are located between each group gag lever post (8), when gag lever post (8) slided towards the opposite direction on each group, each group dovetail (9) all are pegged graft to in the dovetail (10) of corresponding group.

2. An earthquake-resistant support and hanger as defined in claim 1, wherein: the rotating shaft (5) is provided with an idle section (11) positioned between any two adjacent bidirectional threaded sections (6), and each side limiting rod (4) can be rotatably arranged on the idle section (11) of the corresponding adjacent side.

3. An earthquake-resistant support and hanger as defined in claim 1, wherein: each dovetail block (9) is located on one side, facing the side limiting rod (4), of the upper limiting rod (8), each dovetail groove (10) is communicated with one side face, facing the side limiting rod (8), of the side limiting rod (4), each dovetail groove (10) is communicated with the opposite arrangement face of each group of side limiting rods (4), and each dovetail groove (10) does not penetrate through two sides, along the length direction of the upper ejector rod, of each group of side limiting rods (4).

4. An earthquake-resistant support and hanger as defined in claim 1, wherein: be provided with through-hole (12) that supply pivot (5) to pass on jib (31), still be provided with through hole (13) with pivot (5) perpendicular setting on jib (31), jib (31) and pivot (5) are run through in through hole (13), through hole (13) interpolation is equipped with bolt (14).

5. An earthquake-resistant support and hanger as defined in claim 1, wherein: go up spacing pole (8) length direction's both ends on all be provided with fastener (15), two all be provided with on jib (31) and supply fastener (15) fixed slot (16) of pegging graft, two fastener (15) all include elastic plate (151) and buckle portion (152), each elastic plate (151) all set up along last spacing pole (8) length direction, buckle portion (152) set up on elastic plate (151) keep away from one of them side of last spacing pole (8) one end.

6. An earthquake-resistant support and hanger as defined in claim 1, wherein: each pipeline week side is provided with flexure strip (17) that a plurality of are "M" shape and set up, each flexure strip (17) all includes laminating portion (171), connecting portion (172) and supporting part (173), laminating portion (171) cooperation is laminated to the pipeline lateral wall on, the both ends of laminating portion (171) are passed through connecting portion (172) and are connected with supporting part (173), two supporting part (173) all are the trend of opening and set up in connecting portion (172) keep away from one of laminating portion (171) and serve, two the one end that connecting portion (172) were kept away from in supporting part (173) all slides with corresponding the pole and is connected.

7. An earthquake-resistant support and hanger as defined in claim 6, wherein: one side of the support rod (32), one side of the side limiting rod (4) and one side of the upper limiting rod (8) close to the pipeline are provided with sliding grooves (18), and springs (19) located at two ends of the elastic sheet (17) are arranged in the sliding grooves (18).

8. An earthquake-resistant support and hanger as defined in claim 1, wherein: connecting rod (7) upper end is provided with universal ball (20), go up spacing pole (8) and go up to be provided with universal groove (21) that are used for installing universal ball (20), go up spacing pole (8) and offer hoop tight seam (22) with universal groove (21) intercommunication, when universal ball (20) is installed to universal groove (21) in, the one end that last spacing pole (8) was offered hoop tight seam (22) is passed through bolt and nut locking fastening.

9. A method of assembling an earthquake resistant support and hanger as defined in any of claims 1 to 8, wherein: the method specifically comprises the following steps:

s1, assembling the supporting rods (32), namely, firstly, carrying out universal connection and fixation on the upper limiting rod (8) and the connecting rod (7), rotatably installing the connecting rod (7) to the rotating shaft (5), sequentially installing the side limiting rods (4) to the rotating shaft (5), slidably inserting the rotating shaft (5) to the supporting rods (32), and installing the elastic sheets (17) and the springs (19) to the corresponding rods;

s2, fixing the supporting rods (32) with the pipelines, horizontally placing the supporting rods (32), the side limiting rods (4) and the upper limiting rod (8) on one side of each corresponding pipeline along the arrangement direction, then rotating the supporting rods (32) to enable each group of side limiting rods (4) to be located on two sides of each corresponding pipeline, rotating the upper limiting rods (8) to one side of each pipeline far away from the supporting rods (32), rotating the rotating shaft (5) to drive the corresponding side limiting rods (4) to slide towards the direction close to the pipelines, and enabling the dovetail blocks (9) of the upper limiting rods (8) to be inserted into the corresponding dovetail grooves (10);

s3, mounting and fixing the mounting bracket (3), inserting and fixing two hanging rods (31) to two ends of a supporting rod (32), simultaneously inserting and fixing two ends of an upper limiting rod (8) to the two supporting rods (32), and inserting and fixing a bolt (14) to a through hole (13) to fix a rotating shaft (5);

s4, fixing the mounting bracket (3) to the top of the wall, and mounting and fixing the longitudinal bracket (1) and the lateral bracket (2) to the corresponding sides of the mounting bracket (3).

Technical Field

The application relates to the technical field of engineering elements, in particular to an anti-seismic support and hanger and an assembling method thereof.

Background

The anti-seismic support and hanger is a support and hanger product used for supporting electromechanical pipeline equipment such as water pipes, air pipes and bridges and providing anti-seismic support. The anti-seismic support and hanger utilizes the triangular stability principle in the installation form, comprehensively bears the longitudinal force and the transverse force during the earthquake, and changes the dynamic characteristic of a pipeline system from flexible to rigid. The anti-seismic support and hanger is divided into a longitudinal direction (parallel to the central line of the pipeline) and a lateral direction (vertical to the central line of the pipeline) from the stress direction. The earthquake-proof support and hanger is a support system which is firmly connected to a building structure body and takes earthquake force as a main load. When the building encounters earthquake with fortification intensity, the earthquake acting force generated by the pipeline and the equipment is transmitted to the structure body through the earthquake-proof supporting and hanging bracket.

Traditional antidetonation gallows mainly comprises anchor body, installing support, pipe clamp, antidetonation connecting hinge, antidetonation connecting elements and antidetonation bracing, and the pipeline passes through pipe clamp locking to be fixed to the installing support on, and the installing support is fixed to the wall crown, and the antidetonation bracing is connected with the installing support through antidetonation connecting hinge, and the antidetonation bracing is fixed to the wall crown through antidetonation connecting elements and anchor body tilting.

In view of the above-mentioned related technologies, the applicant finds that, in the practical use process, the installation of the multi-pipe combined bilateral anti-seismic support and hanger has the following defects: when the installation of a multi-pipe combination seismic support hanger is carried out, the pipelines are arranged side by side, the space between the pipes is narrow, and when the pipe clamp of each pipeline is fixed, the operation is inconvenient, so that the improvement is needed.

Disclosure of Invention

In order to facilitate the installation of the anti-seismic support and hanger, the application provides the anti-seismic support and hanger and the assembling method thereof.

On the one hand, the utility model provides an antidetonation gallows adopts following technical scheme:

an anti-seismic support and hanger comprises a longitudinal support, a lateral support and a mounting support, wherein the mounting support is used for mounting and fixing pipelines, the longitudinal support and the lateral support are respectively obliquely mounted to the longitudinal side and the lateral side of the mounting support, the mounting support comprises a vertically arranged hanger rod and a horizontally arranged support rod, a plurality of groups of lateral limiting rods are mounted on the support rod along the length direction of the support rod, each group of the lateral limiting rods vertically slide on the two sides of the corresponding pipeline, a rotating shaft arranged along the length direction of the support rod is rotated on the support rod, a plurality of bidirectional thread sections corresponding to the groups of the lateral limiting rods are arranged on the rotating shaft, each group of the lateral limiting rods are in threaded connection with the corresponding bidirectional thread sections, and when the rotating shaft is rotated, each group of the lateral limiting rods slide towards the direction close to the corresponding pipeline; one of them serving of pivot is served and is rotated and be connected with the connecting rod parallel with the side gag lever post, the universal articulated last gag lever post that has in connecting rod upper end, go up the gag lever post and can be connected with each side gag lever post, go up and be provided with a plurality of groups dovetail block on the gag lever post along its length direction, each group all be provided with the dovetail corresponding to each group dovetail block on the side gag lever post, each group the dovetail block all is located between each group the gag lever post, when each group goes up the gag lever post and slides towards opposite direction, each group the dovetail block all pegs graft in the dovetail of corresponding group.

Through adopting above-mentioned technical scheme, realize the convenient installation of installing support and pipeline through being provided with side spacing pole, connecting rod, last spacing pole, forked tail piece and dovetail on the bracing piece, its mounting means is: with the bracing piece, each side gag lever post and last gag lever post level are placed on corresponding one side of each pipeline along the direction of arranging, then the rotation support pole, make each group of side gag lever posts be located corresponding pipeline both sides, will go up the gag lever post and rotate to the pipeline and keep away from on one side of bracing piece, it slides towards the direction that is close to the pipeline to rotate the side gag lever post that the pivot will drive to correspond, make simultaneously the forked tail piece of last gag lever post insert connect to in the dovetail that corresponds the side gag lever post, it is fixed to realize the installation of bracing piece and each pipeline simultaneously, the staff operates the rotation pivot on one side and realizes that whole carries out the fixed operation of simultaneous connection with many pipelines, it is fixed to have solved the narrow installation that is not convenient for to realize installing support and pipeline in each interductwork space, therefore, the field installation of the antide.

Preferably, the rotating shaft is provided with an idle section between any two adjacent bidirectional thread sections, and each side limiting rod can be rotatably arranged on the idle section of the corresponding adjacent side.

Through adopting above-mentioned technical scheme, when installing each side gag lever post to the pivot, can install the side gag lever post to the pivot one by one and temporarily and fix to facing on the vacant section on the side for when installing each side gag lever post, can not influence the position of all the other side gag lever posts, and then be convenient for each side gag lever posts and pivot connection.

Preferably, each dovetail block is located on one side of the upper limiting rod facing the side limiting rod, each dovetail groove is communicated with one side of the side limiting rod facing the side limiting rod, each dovetail groove is communicated with the opposite arrangement surface of each group of side limiting rods, and each dovetail groove does not penetrate through two sides of each group of side limiting rods along the length direction of the upper ejector rod.

By adopting the technical scheme, the dovetail block and the dovetail groove are limited, so that the stable connection effect of the limiting rod and the limiting rods on each side is realized, the dovetail groove is limited by the limiting rods on each side, the limiting rods on each side are limited by the limiting rods on each side, the trend that the limiting rods move along the length direction of the supporting rods is reduced, and the connection stability among the supporting rods, the connecting rods, the limiting rods on each side and the limiting rods on each side is improved.

Preferably, the hanger rod is provided with a through hole for the rotating shaft to pass through, the hanger rod is further provided with a through hole perpendicular to the rotating shaft, the through hole penetrates through the hanger rod and the rotating shaft, and a bolt is inserted into the through hole.

Through adopting above-mentioned technical scheme, the countershaft of will being convenient for is fixed in the setting of through-hole, through hole and bolt, and the setting up of bolt is the condition that reduces the pivot and take place the rotation on the one hand, and on the other hand reduces the condition that axial motion took place for the pivot, and then improves the stability of being connected of pivot and jib spare.

Preferably, all be provided with fastener on last spacing pole length direction's both ends, two all be provided with the slot that supplies fastener to peg graft fixedly on the jib, two fastener all includes elastic plate and buckle portion, each the elastic plate all sets up along last spacing pole length direction, buckle portion sets up on one of them side of keeping away from last spacing pole one end in the elastic plate.

Through adopting above-mentioned technical scheme, the setting up of eye-splice spare and slot will be further carry out the plug connection fixed to last spacing pole and jib, improve the installation stability of last spacing pole and with the connection stability of jib.

Preferably, each pipeline week side is provided with the flexure strip that a plurality of are "M" shape setting, each the flexure strip all includes laminating portion, connecting portion and supporting part, laminating portion cooperation is laminated to the pipeline lateral wall on, the both ends of laminating portion are passed through connecting portion and are connected, two the supporting part all is the trend of opening and sets up in one of connecting portion away from laminating portion and serves, two the one end that connecting portion were kept away from to the supporting part all slides with corresponding pole and is connected.

By adopting the technical scheme, the elastic characteristic of the elastic sheet is utilized, and the elastic sheets on each side are utilized to perform primary shock absorption on the pipeline, so that the pressure bearing burden of the anti-seismic support and hanger is further reduced; the structure through to the flexure strip limits, is provided with the area of contact that laminating portion will increase flexure strip and pipeline, improves the contact stability of flexure strip and pipeline, is convenient for realize the elastic characteristic of flexure strip through the supporting part, utilizes the good arc transition characteristic of arc portion, improves the stability of being connected of laminating portion and supporting part, also plays the guide effect to sliding between flexure strip and the pipeline.

Preferably, the support rod, the side limiting rod and one side surface of the upper limiting rod, which is close to the pipeline, are provided with sliding grooves, and springs located at two ends of the elastic sheet are arranged in the sliding grooves.

Through adopting above-mentioned technical scheme, the setting of spring carries out second grade buffering effect with further pipeline, further improves the installation stability of pipeline, also further reduction flexure strip's burden simultaneously.

Preferably, the connecting rod upper end is provided with universal ball, go up the spacing pole and be provided with the universal groove that is used for installing universal ball, go up the spacing pole and offer the banding seam that feeds through with the universal groove, when universal ball installation to universal inslot, go up the one end that the spacing pole was offered the banding seam and pass through bolt and nut locking fixed.

Through adopting above-mentioned technical scheme, the setting of universal groove, universal ball and hoop tight seam will be convenient for realize the universal articulated effect between connecting rod and the last gag lever post, hoop the setting of tight seam so that install universal ball to universal inslot to lock fixedly through bolt and nut.

On the other hand, the assembling method of the anti-seismic support and hanger adopts the following technical scheme: the assembling method of the anti-seismic support and hanger is characterized in that: the method specifically comprises the following steps:

s1, assembling the supporting rods, namely, firstly, universally connecting and fixing the upper limiting rod and the connecting rod, rotatably installing the connecting rod on the rotating shaft, sequentially installing the limiting rods on the sides on the rotating shaft, slidably inserting the rotating shaft on the supporting rods, and installing the elastic sheets and the springs on the corresponding rods;

s2, fixing the supporting rods and the pipelines, horizontally placing the supporting rods, the side limiting rods and the upper limiting rod on one side of each corresponding pipeline along the arrangement direction, then rotating the supporting rods to enable each group of side limiting rods to be located on two sides of each corresponding pipeline, rotating the upper limiting rods to one side of each pipeline far away from the supporting rods, rotating the rotating shafts to drive the corresponding side limiting rods to slide towards the direction close to the pipelines, and simultaneously enabling the dovetail blocks of the upper limiting rods to be inserted into the corresponding dovetail grooves;

s3, mounting and fixing a mounting bracket, namely inserting and fixing two suspension rods to two ends of a supporting rod, simultaneously inserting and fixing two ends of an upper limiting rod to the two supporting rods, and inserting a bolt to a through hole to fix a rotating shaft;

and S4, fixing the mounting bracket to the wall top, and installing and fixing the longitudinal bracket and the lateral bracket to the corresponding sides of the mounting bracket.

Through adopting above-mentioned technical scheme, when the two side antidetonation gallows of installation combination pipeline, the installation fixed operation of installing support and pipeline is more convenient, reduces the narrow influence to the installation operation in space between the pipeline.

In summary, the present application includes at least one of the following beneficial technical effects:

the installation bracket comprises a hanging rod and a supporting rod, a rotating shaft, a side limiting rod, a connecting rod and an upper limiting rod are arranged on the supporting rod, a dovetail block is arranged on the upper limiting rod, and a dovetail groove is arranged on the side limiting rod, so that the simultaneous installation of the pipelines which are arranged side by side is realized, the problem that the installation bracket and the pipelines are inconvenient to install and fix due to the narrow space among the pipelines is solved, and the anti-seismic support and hanger has the advantage of facilitating the field installation of the anti-seismic support and hanger;

the elastic pieces are arranged on the periphery of the pipeline and connected with the corresponding rods in a sliding mode, springs are arranged in the corresponding rods, the effect of double shock absorption of the pipeline is achieved, and the pressure bearing burden of the anti-seismic support hanger is reduced.

Drawings

FIG. 1 is a schematic view of the overall structure of an anti-seismic support and hanger according to an embodiment of the present application;

FIG. 2 is a schematic view of the internal structure of a support rod of the earthquake-proof support and hanger according to the embodiment of the present application;

FIG. 3 is a schematic broken view of a support bar of an anti-seismic support and hanger in accordance with an embodiment of the present application;

FIG. 4 is an enlarged view of part A of FIG. 3;

fig. 5 is a broken-away schematic view of the support bar from the bottom view of the anti-seismic support and hanger according to the embodiment of the present application.

Reference numerals: 1. a longitudinal support; 2. a lateral support; 3. mounting a bracket; 31. a boom; 32. a support bar; 4. a side stopper rod; 5. a rotating shaft; 6. a bidirectional threaded segment; 7. a connecting rod; 8. an upper limiting rod; 9. a dovetail block; 10. a dovetail groove; 11. a vacant section; 12. a through hole; 13. a through hole; 14. a bolt; 15. a fastener; 151. an elastic plate; 152. a fastening part; 16. a slot; 17. an elastic sheet; 171. a bonding section; 172. a connecting portion; 173. a support portion; 18. a sliding groove; 19. a spring; 20. a universal ball; 21. a universal slot; 22. tightening the seam; 23. a shock-resistant connecting hinge; 24. bracing; 25. an anti-seismic connecting member.

Detailed Description

The present application is described in further detail below with reference to figures 1-5.

On the one hand, this application embodiment discloses a antidetonation gallows. Referring to fig. 1 and 2, the anti-seismic support and hanger comprises a longitudinal support 1, a lateral support 2 and a mounting support 3, wherein the longitudinal support 1 and the lateral support 2 are respectively and obliquely mounted on the longitudinal side and the lateral side of the mounting support 3, the mounting support 3 is used for mounting and fixing each pipeline, the mounting support 3 comprises two vertically arranged hanging rods 31 and horizontally arranged supporting rods 32, the pipelines are arranged in two rows side by side in the embodiment, therefore, the supporting rods 32 are provided with two pieces, a plurality of groups of side limiting rods 4 are slidably mounted on the two supporting rods 32 along the length direction thereof, each group of side limiting rods 4 comprises two side limiting rods 4 vertically slidably mounted on the supporting rods 32, two side limiting rods 4 corresponding to each group of side limiting rods 4 are respectively located on two sides of the corresponding pipeline, a rotating shaft 5 is rotatably mounted on the two supporting rods 32 along the length direction of the supporting rods 32, a plurality of bidirectional threaded sections 6 corresponding to the side limiting rods 4 are formed on the outer wall of the rotating shaft 5, each side limiting rod 4 is in threaded connection with the corresponding bidirectional threaded section 6, and when the rotating shaft 5 is rotated, the side limiting rods 4 on the two sides of the pipeline slide towards the direction close to the corresponding pipeline; one end of the rotating shaft 5 is rotatably connected with a connecting rod 7 parallel to the side limiting rods 4, the upper end of the connecting rod 7 is universally hinged with an upper limiting rod 8, the upper limiting rod 8 can be connected with each side limiting rod 4, a plurality of groups of dovetail blocks 9 are fixed on the upper limiting rod 8 along the length direction of the upper limiting rod, each group of side limiting rods 4 is provided with a dovetail groove 10 corresponding to each group of dovetail blocks 9, each group of dovetail blocks 9 is positioned between each group of upper limiting rods 8, when each group of upper limiting rods 8 slides towards the opposite direction, each group of dovetail blocks 9 are inserted into the corresponding group of dovetail grooves 10, when the supporting rod 32 is arranged on each pipeline, the supporting rod 32, each side limiting rod 4 and the upper limiting rod 8 are horizontally arranged at the lower side of the corresponding row of pipelines, then the supporting rod 32 is turned upwards to ensure that each group of side limiting rods 4 is positioned on the two sides of the corresponding pipelines, the upper limiting rod 8 is rotated to one side of the pipeline far away from the supporting rod 32, the rotating shaft 5 is rotated to drive the corresponding side limiting rod 4 to slide towards the direction close to the pipeline, meanwhile, the dovetail block 9 of the upper limiting rod 8 is inserted into the corresponding dovetail groove 10, the connection effect of the supporting rod 32 and each pipeline in each corresponding row can be achieved, the influence of narrow space between the pipelines on installation operation is reduced, and then the anti-seismic support hanger is convenient to install and fix.

Referring to fig. 1 and 2, each dovetail block 9 is located on one side of the upper limiting rod 8 facing the side limiting rod 4, each dovetail groove 10 is communicated with one side of the side limiting rod 4 facing the upper limiting rod 8, each dovetail groove 10 is communicated with the opposite arrangement surface of each group of side limiting rods 4, each dovetail groove 10 does not penetrate through two sides of each group of side limiting rods 4 along the length direction of the upper ejector rod, and the upper limiting rod 8 is further fixed by the arrangement.

Referring to fig. 1 and 2, an idle section 11 located between any two adjacent bidirectional threaded sections 6 is arranged on the outer wall of the rotating shaft 5, each side limiting rod 4 can be rotatably arranged on the idle section 11 of the corresponding adjacent side, and the arrangement of the idle section 11 facilitates the rotatable connection of each side limiting rod 4 and the rotating shaft 5.

Referring to fig. 1 and 2, the upper ends of two suspension rods 31 are fixed to the top of a wall through a channel steel base, the connection between the suspension rod 31 and the support rod 32 is further provided with an angle steel connecting piece (not marked in the figure) for connection and fixation, the suspension rod 31 is provided with a through hole 12 for the rotation shaft 5 to pass through, the suspension rod 31 is further provided with a through hole 13 which is perpendicular to the rotation shaft 5, the through hole 13 penetrates through the suspension rod 31 and the rotation shaft 5, a bolt 14 is inserted into the through hole 13, the installation of the rotation shaft 5 is convenient to fix by the arrangement of the bolt 14, and the rotation shaft 5 is convenient to rotate by arranging an outer hexagon at one.

Referring to fig. 1 and 3, the two ends of the upper limit rod 8 in the length direction are both fixed with the fastening elements 15, the two hanging rods 31 are both provided with slots 16 for the fastening elements 15 to be inserted and fixed, the two fastening elements 15 all include elastic plates 151 and fastening portions 152, each elastic plate 151 is arranged along the length direction of the upper limit rod 8, the fastening portions 152 are arranged on one side of the elastic plates 151 away from the end of the upper limit rod 8, and the fastening elements 15 at the two ends of the upper limit rod 8 are symmetrically arranged.

Referring to fig. 3 and 4, a plurality of elastic sheets 17 are disposed around each pipe in an "M" shape, in this embodiment, the elastic sheets 17 are disposed on four sides of the pipe and respectively mounted on one side of the two side limiting rods 4, the supporting rod 32 and the upper limiting rod 8 close to the pipe, each elastic sheet 17 includes a joint portion 171, a connecting portion 172 and a supporting portion 173, the joint portion 171 is fit and jointed to the outer side wall of the pipe, the connecting portion 172 is disposed in an arc shape, two ends of the joint portion 171 are connected to the supporting portion 173 through the connecting portion 172, the two supporting portions 173 are disposed on one end of the connecting portion 172 away from the joint portion 171 in an opening trend, sliding grooves 18 are disposed on one side of the supporting rod 32, the two side limiting rods 4 and the upper limiting rod 8 close to the pipe, springs 19 are disposed in the sliding grooves 18 and located on two ends of the elastic sheets 17, one ends of the two supporting portions 173 away from the connecting portion 172 are slid in, and both ends of each elastic piece 17 are connected with the spring 19 in an abutting mode.

Referring to fig. 3 and 5, a universal ball 20 is fixed at the upper end of the connecting rod 7, a universal groove 21 for installing the universal ball 20 is formed in the upper limiting rod 8, a tightening seam 22 communicated with the universal groove 21 is formed in the upper limiting rod 8, the tightening seam 22 is communicated with the end of the upper limiting rod 8, and when the universal ball 20 is installed in the universal groove 21, the end, provided with the tightening seam 22, of the upper limiting rod 8 is locked and fixed through a bolt and a nut.

Referring to fig. 1, a longitudinal support 1 is installed on one side of an installation support 3 along the axis direction of a pipeline, a lateral support 2 is provided with two pieces of lateral side of the installation support 3, each longitudinal support 1 and each lateral support 2 comprise an anti-seismic connecting hinge 23, an inclined strut 24 and an anti-seismic connecting member 25, the lower end of each inclined strut 24 is connected with the installation support 3 through the anti-seismic connecting hinge 23, the upper end of each inclined strut 24 is connected with the anti-seismic connecting member 25, and the anti-seismic connecting member 25 is fixed to the top of a wall through an anchoring nail.

The implementation principle of an antidetonation support of the embodiment of this application does: horizontally placing the support rods 32, the side limiting rods 4 and the upper limiting rod 8 at the lower sides of the corresponding discharge pipes, then rotating the support rods 32 upwards to enable the side limiting rods 4 to be located at two sides of the corresponding pipelines, rotating the upper limiting rods 8 to one side of the pipelines far away from the support rods 32, rotating the rotating shaft 5 to drive the corresponding side limiting rods 4 to slide towards the direction close to the pipelines, and enabling the dovetail blocks 9 of the upper limiting rods 8 to be inserted into the corresponding dovetail grooves 10; then, the mounting bracket 3 is mounted and fixed, the two suspension rods 31 are fixedly inserted into the two ends of the support rod 32, the two ends of the upper limiting rod 8 are fixedly inserted into the two support rods 32, and the plug pins 14 are inserted into the through holes 13 to fix the rotating shaft 5; then the mounting bracket 3 is fixed to the top of the wall, the anti-seismic connecting hinges 23 of the longitudinal bracket 1 and the lateral bracket 2 are mounted to the mounting bracket 3, the corresponding anti-seismic connecting members 25 of the longitudinal bracket 1 and the lateral bracket 2 are mounted to predetermined positions on the top of the wall, and the diagonal brace 24 is connected to the corresponding anti-seismic connecting members 25 and the anti-seismic connecting hinges 23.

On the other hand, the embodiment of the application also discloses an assembling method of the anti-seismic support and hanger, which specifically comprises the following steps:

s1, assembling the supporting rod 32, namely, firstly, universally connecting and fixing the upper limiting rod 8 and the connecting rod 7, rotatably installing the connecting rod 7 on the rotating shaft 5, sequentially installing the side limiting rods 4 on the rotating shaft 5, slidably inserting the rotating shaft 5 on the supporting rod 32, and installing the elastic sheets 17 and the spring 19 on the supporting rod 32, the side limiting rods 4 and the upper limiting rod 8;

s2, fixing the supporting rods 32 with the pipeline, horizontally placing the supporting rods 32, the side limiting rods 4 and the upper limiting rod 8 at the lower side of the corresponding discharge pipe, then upwards rotating the supporting rods 32 to enable the side limiting rods 4 of each group to be located at two sides of the corresponding pipeline, rotating the upper limiting rod 8 to one side of the pipeline far away from the supporting rods 32, rotating the rotating shaft 5 to drive the corresponding side limiting rods 4 to slide towards the direction close to the pipeline, and simultaneously enabling the dovetail blocks 9 of the upper limiting rods 8 to be inserted into the corresponding dovetail grooves 10;

s3, mounting and fixing the mounting bracket 3, namely inserting and fixing the two suspension rods 31 to the two ends of the supporting rod 32, simultaneously inserting and fixing the two ends of the upper limiting rod 8 to the two supporting rods 32, and inserting the bolt 14 to the through hole 13 to fix the rotating shaft 5;

s4, fixing the mounting bracket 3 on the top of the wall, mounting the anti-seismic connecting hinges 23 of the longitudinal bracket 1 and the lateral bracket 2 on the mounting bracket 3, mounting the corresponding anti-seismic connecting members 25 of the longitudinal bracket 1 and the lateral bracket 2 on the top of the wall at predetermined positions, and connecting the inclined struts 24 to the corresponding anti-seismic connecting members 25 and the anti-seismic connecting hinges 23.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.