CN108824669A - Grid structure antidetonation connector - Google Patents

Grid structure antidetonation connector Download PDF

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Publication number
CN108824669A
CN108824669A CN201811004900.8A CN201811004900A CN108824669A CN 108824669 A CN108824669 A CN 108824669A CN 201811004900 A CN201811004900 A CN 201811004900A CN 108824669 A CN108824669 A CN 108824669A
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CN
China
Prior art keywords
anchor ear
rest
grid structure
structure antidetonation
bolt
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Granted
Application number
CN201811004900.8A
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Chinese (zh)
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CN108824669B (en
Inventor
高绪祥
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Chongqing Eran Hvac Equipment Co ltd
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Chongqing Eran Mechanical And Electrical Equipment Engineering Co Ltd Air Conditioning Branch
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Application filed by Chongqing Eran Mechanical And Electrical Equipment Engineering Co Ltd Air Conditioning Branch filed Critical Chongqing Eran Mechanical And Electrical Equipment Engineering Co Ltd Air Conditioning Branch
Priority to CN201811004900.8A priority Critical patent/CN108824669B/en
Publication of CN108824669A publication Critical patent/CN108824669A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Supports For Pipes And Cables (AREA)

Abstract

The invention discloses the grid structure antidetonation connectors in pipeline lifting field, rest including being vertically fixedly connected on bolt sphere upper end, the outside of rest is equipped with two anchor ear clamps for sandwiching rest synchronous from two sides, each anchor ear clamp is respectively connected with vertical connector far from one end of rest, and one level of support part is connected between the bottom end of two connectors.The present invention can solve the problems, such as that existing bolt-ball net frame construction roof cannot lift support of pipelines.

Description

Grid structure antidetonation connector
Technical field
The present invention relates to the fields pressed against the support of pipe, cable or pillar on wall or other supports, and in particular to A kind of grid structure antidetonation connector.
Background technique
There is more public situation building to use netted roof in modern architecture, it is light with relative mass, structure is strong The advantages that degree is high, the completion time of project is short, generallys use several bolt spheres and two power bars connects to form frame, roof is connected on frame Panel forms building roof.The usual thinner thickness of the roof panels of this roof structure, cannot bear additional load;Rack Rod piece forms the support construction on rack roof, and it is also very big to need to bear the load from weight itself, if adding additional load meeting Cause rod member for grid amount of deflection excessive, influences the overall structure of rack.And it has to be laid with extinguishing pipe in the use process of building Road, cable testing bridge and types of functionality pipeline, conventional rock structure roof using expansion bolt hoisting bracket to all kinds of pipelines into Row support, according to the roof of grid structure, due to roof panels cannot install expansion bolt can not hoisting bracket, then to roof Structure propose higher force request.Two ways is mainly used in the prior art, and one is directly set up pipeline etc. It is mounted on the rod piece of rack, this one side is another since the position angle difference of rod member for grid has biggish limitation Aspect applies biggish additional load to rod member for grid, influences the stress of integral space truss structure, load is excessive will cause it is higher Security risk;Another kind is the production welding support at the position of bolt sphere, what the structure of this mode was connected due to bolt sphere Rod member for grid is more, often makes structure very complicated, and need on-the-spot welding, and difficulty of construction is big and easily to the connecting node of rack Certain destruction is caused, there are some potential safety problemss while influencing beauty.
Summary of the invention
The invention is intended to provide grid structure antidetonation connector, cannot be lifted with solving existing bolt-ball net frame construction roof The problem of support of pipelines.
In order to achieve the above objectives, basic technology scheme of the invention is as follows:Grid structure antidetonation connector, including it is vertically solid Surely it is connected to the rest of bolt sphere upper end, the outside of rest is equipped with two anchor ear clamps for sandwiching rest synchronous from two sides, each Anchor ear clamp is respectively connected with vertical connector far from one end of rest, is connected with one level of support between the bottom end of two connectors Part.
The principle of this programme is:When practical application, node of the bolt sphere as bolt-ball net frame roof structure, the bar of rack Part concentrates in bolt sphere, and bolt sphere bears the strongest position of additional load as entire rack roof.Positioned at bolt sphere upper end Bearing structure of the rest as grid structure antidetonation connector of the present invention, install after all kinds of pipelines rest by additional load from It is upper to be applied to bolt sphere under.Anchor ear clamp is as the guide frame of grid structure antidetonation connector, rock-steady structure and power transmission knot Structure, anchor ear clamp is balanced after connecting with rest to whole to guarantee to stablize, and provides bigger join domain, two anchor ears The mode that clamp sandwiches makes installation operation more convenient and the centering stability of certifiable double team.Connector is for connecting level-one Supporting element carries all kinds of pipelines, also provides the fitting limit that all kinds of pipelines are set up in different height.
The advantages of this programme is:It 1, can be in rack room by the setting of rest, anchor ear clamp, connector and one level of support part The maximum additional load on top bears the installation that line holder is carried out on node bolt sphere, will not influence integral space truss structure by Power solves the problems, such as that existing bolt-ball net frame construction roof cannot lift support of pipelines;2, rest is located at the upper end of bolt sphere, So that the load that line holder and pipeline are applied to rack is that from top to bottom, one side bolt sphere can be steady to the force of bolt sphere Surely load is born, on the other hand load can be evenly distributed in neighbouring bolt sphere by the rod member for grid below bolt sphere, so that The stress of rack entirety is more balanced, the more stable safety of use process;3, using the synchronous anchor ear sandwiched of rest both sides external Clamp and vertical connector can carry out the position of anchor ear clamp and connector according to the rod member for grid position connected in bolt sphere It adjusts, so that anchor ear clamp is adjusted as the different directions that guide frame can set up pipeline, so that Pipe frame setting tool has Bigger range solves confinement problems existing in the prior art;4, one level of support part both can be directly as line holder In to the support construction of pipeline, can also be used as the extension connection structure to line holder, with the level-one branch on adjacent bolt ball Support member can cooperate for installing bigger line holder;5, the finished product structure on bolt-ball net frame roof is not damaged, is protected The aesthetics for holding rack, it is more convenient compared to traditional line holder installation, it can be preferably to bolt-ball net frame Roof finished product protection meets bolt-ball net frame roof layouts loading demands;6, by using bolt sphere upper end by rest into The mode of row connection avoids pipeline and bracket from being suspended in below rack and occupies so that the erection of pipeline can be carried out in the inside of rack Interior construction spacing.
Further, the middle part of one level of support part is equipped with second level connecting hole.It can be by two cascades as being preferably placed such that Connect the rod piece and supporting element for connecting and extending downward in hole, join domain can be increased, convenient for more, bigger pipeline or other Components carry out erection support.
Further, the centre of sphere of the geometric center and bolt sphere of second level connecting hole is located on same vertical line.As preferably this Sample passes through connector during being arranged so that carrying out erection support to more, bigger pipeline or other components, anchor ear presss from both sides The position that body and rest apply load to bolt sphere is in the permitted additional load maximum position in bolt-ball net frame roof, so that Rack is still safe and reliable after pipeline or other components are set up.
Further, the bottom of anchor ear clamp is located above bolt sphere.Bolt sphere is made to be located at anchor ear clamp and level-one in this way Between supporting element, on the one hand convenient for anchor ear clamp and the glitch-free clamping of rod member for grid on rest, convenient for the peace of anchor ear clamp On the other hand dress can pass through bolt when the connection loosening between two anchor ear clamps causes anchor ear clamp and rest Joint failure Ball is supported anchor ear clamp, is further ensured that the erection of pipeline is stablized.
Further, damping is equipped between the bottom and bolt sphere of anchor ear clamp.As being preferably placed such that by subtracting Shake mechanism can in pipeline and line holder use process because extraneous factor generate vibration carry out absorption reduction, avoid pipeline and Line holder falls off.
Further, the top of rest is connect with roof panels.It can be to roof panels by rest as being preferably placed such that It is supported.
It further, is to be detachably connected between anchor ear clamp and connector, between connector and one level of support part.As It is preferably placed such that convenient for carrying out anchor ear clamp, connector and one level of support on the outside of the bolt sphere for being connected with multiple rod member for grid The positioning of part assembles, and is also convenient for repairing replacement to each components.
Further, the junction of anchor ear clamp and connector is equipped with secondary vibration-damped component.As being preferably placed such that by secondary Grade vibration-damped component can carry out buffering and damping to pipeline and line holder, so that one level of support part can carry bigger load.
Further, primary vibration-damped component is equipped between anchor ear clamp and rest.As be preferably placed such that can to rest with embrace Junction between hoop clip body carries out buffer shock-absorbing, reduces abrasion caused by rigid contact between the two, is conducive to improve and embrace The bonding strength and connection validity of hoop clip body and rest.
Further, it uses and is detachably connected between two anchor ear clamps.As being preferably placed such that anchor ear clamp of being more convenient for Installation and adjustment, be conducive to improve the connective stability between anchor ear clamp and rest.
Detailed description of the invention
Fig. 1 is the forward structure schematic diagram of the embodiment of the present invention 1;
Fig. 2 is the connection schematic diagram of bolt sphere and rest in the embodiment of the present invention 1;
Fig. 3 is the axis side view of the embodiment of the present invention 3.
Specific embodiment
It is further described below by specific embodiment:
Appended drawing reference in Figure of description includes:Bottom plate 1, clamping plate 11, connecting plate 12, stiffening plate 13, push plate 14, spring 15, top plate 16, one level of support part 2, the 4th connecting hole 21, connector 3, damping spring 31, bolt sphere 4, rest 5, supporting plate 51, branch Plate 52.
Embodiment 1, substantially as shown in attached drawing 1, Fig. 2:Grid structure antidetonation connector, including vertically it is fixedly connected on bolt The rest 5 of 4 upper end of ball, the top of rest 5 are connect with roof panels.The outside of rest 5 is equipped with from the synchronous double team rest 5 in two sides Two anchor ear clamps, each anchor ear clamp are respectively connected with vertical connector 3, the bottom of two connectors 3 far from one end of rest 5 One level of support part 2 is connected between end.The middle part of one level of support part 2 is equipped with second level connecting hole, the geometric center of second level connecting hole It is located on same vertical line with the centre of sphere of bolt sphere 4.
The bottom of anchor ear clamp, which is located between the bottom and bolt sphere 4 of 4 top anchor ear clamp of bolt sphere, is equipped with damping. Between anchor ear clamp and connector 3, between connector 3 and one level of support part 2 be to be detachably connected.Anchor ear clamp and rest 5 Between be equipped with primary vibration-damped component, the junction of anchor ear clamp and connector 3 is equipped with secondary vibration-damped component.It is adopted between two anchor ear clamps With being detachably connected.
Specifically, as shown in connection with fig. 2, rest 5 includes a vertical metal circular tube, it is welded with supporting plate 51 at the top of round tube, Supporting plate 51 is connect with roof panels, and round tube interior welds have supporting plate 52, and threaded hole, supporting plate 52 and bolt sphere are offered on supporting plate 52 It is connected between 4 by screw rod.As shown in connection with fig. 3, anchor ear collet includes a bottom plate 1, and arc is provided in the middle part of one end of bottom plate 1 and is lacked Mouthful, the upper end of arc notch is welded with the curved splint 11 be bonded with arc notch profile, the both ends of curved splint 11 it is integrated at Type has connecting plate 12, and the first connecting hole is offered on connecting plate 12, and bolt is equipped in the first connecting hole, is connected on bolt Nut.The second connecting hole with 11 arc bottom face of clamping plate, the bottom plate 1 between the second connecting hole and clamping plate 11 are offered on bottom plate 1 On be welded with the stiffening plate 13 of triangle plate, welded on the outside of the arc bottom of stiffening plate 13 and bottom plate 1.Connector 3 is screw rod, level-one branch Support member 2 is cross-arm, preferably angle steel made of strip steel plate or angle steel, has better bending strength.It opens at the both ends of cross-arm There is third connecting hole, the 4th connecting hole 21 is offered in the middle part of cross-arm.Screw rod be threaded through the second connecting hole and third connecting hole it Between, screw rod is fixed on bottom plate 1 and cross-arm by nut, is respectively connected with nut on the screw rod of 1 upper/lower terminal of bottom plate.In conjunction with Fig. 1 Shown, damping includes the joint-cutting being provided on 13 two sides bottom plate 1 of stiffening plate, is welded with and pushes away in the stiffening plate 13 above joint-cutting Plate 14,14 bottom of push plate are connected with spring 15, and 15 lower end of spring is connected with the top plate 16 in insertion joint-cutting, and the bottom end of top plate 16 applies It is covered with rubber layer.Primary shock absorber part includes coated in the yielding rubber layer on 11 arc shaped inside wall of clamping plate, yielding rubber layer surface It is provided with fishing net line.Secondary shock absorber part is the damping spring 31 being set on 1 top lead screw of bottom plate, and damping spring 31 is located at bottom plate 1 On screw rod between nut on the screw rod of top and bottom plate 1.
Specific implementation process is as follows:When installation, the clamping plate 11 of two anchor ear clamps is sandwiched from lateral two sides in rest 5 Round tube on the outside of, the first connecting hole on connecting plate 12 is then passed through by bolt, passes through nut and realizes two anchor ear clamps Connecting plate 12 connects, and by tightening screw thread clamping plate 11 and yielding rubber layer is clamped to the round tube of rest 5, adjustment is embraced before clamping Height of the hoop clip body on round tube makes the bottom end of top plate 16 be against the surface of bolt sphere 4.Then screw rod, damping spring 31 are led to It crosses nut to be connected in the second connecting hole of bottom plate 1, then the third connecting hole of cross-arm is connected under screw rod by nut End.Suspention support can be carried out by a small amount of pipeline of the cross-arm to erection in this way, when the pipeline for needing to set up support is more, biggish When, by utilizing nut connection to be located under cross-arm in the 4th connecting hole 21 below adjacent or other bolt spheres 4 on cross-arm The supplement screw rod of side, by carrying out more, bigger pipeline by the bigger cross-arm of nut connection length between supplement screw rod Set up support.
Embodiment 2, the present embodiment the difference from embodiment 1 is that, anchor ear clamp, connector 3 and one level of support part 2 be weldering Molding integral piece is connect, connector 3 can be used reinforcing bar or other metallic rods, subtract between connector 3 and anchor ear clamp without secondary Shake part.
Embodiment 3, the present embodiment the difference from embodiment 1 is that, be not provided with damping, primary shock absorber part and secondary Shock absorber part, as shown in Figure 3.
What has been described above is only an embodiment of the present invention, and the common sense such as well known specific structure and/or characteristic are herein in scheme It does not describe excessively.It should be pointed out that for those skilled in the art, without departing from the structure of the invention, also Several modifications and improvements can be made, these also should be considered as protection scope of the present invention, these all will not influence of the invention real The effect and patent practicability applied.The scope of protection required by this application should be based on the content of the claims, specification In the records such as specific embodiment can be used for explaining the content of claim.

Claims (10)

1. grid structure antidetonation connector, it is characterised in that:Rest including being vertically fixedly connected on bolt sphere upper end, the branch The outside of support is equipped with two anchor ear clamps for sandwiching rest synchronous from two sides, and each described one end of anchor ear clamp far from rest is equal It is connected with vertical connector, one level of support part is connected between the bottom end of two connectors.
2. grid structure antidetonation connector according to claim 1, it is characterised in that:It is set in the middle part of the one level of support part There is second level connecting hole.
3. grid structure antidetonation connector according to claim 2, it is characterised in that:In the geometry of the second level connecting hole The heart and the centre of sphere of bolt sphere are located on same vertical line.
4. grid structure antidetonation connector according to claim 1, it is characterised in that:The bottom of the anchor ear clamp is located at Above bolt sphere.
5. grid structure antidetonation connector according to claim 4, it is characterised in that:The bottom of the anchor ear clamp and spiral shell Damping is equipped between bolt ball.
6. grid structure antidetonation connector according to claim 1, it is characterised in that:The top of the rest and deck Plate connection.
7. grid structure antidetonation connector according to claim 1, it is characterised in that:The anchor ear clamp and connector it Between, between connector and one level of support part be to be detachably connected.
8. grid structure antidetonation connector according to claim 7, it is characterised in that:The anchor ear clamp and connector Junction is equipped with secondary vibration-damped component.
9. grid structure antidetonation connector according to claim 1, it is characterised in that:Between the anchor ear clamp and rest Equipped with primary vibration-damped component.
10. any grid structure antidetonation connector according to claim 1~9, it is characterised in that:Two anchor ear folders It uses and is detachably connected between body.
CN201811004900.8A 2018-08-30 2018-08-30 Anti-seismic connecting piece of grid structure Active CN108824669B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811004900.8A CN108824669B (en) 2018-08-30 2018-08-30 Anti-seismic connecting piece of grid structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811004900.8A CN108824669B (en) 2018-08-30 2018-08-30 Anti-seismic connecting piece of grid structure

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CN108824669A true CN108824669A (en) 2018-11-16
CN108824669B CN108824669B (en) 2020-06-30

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19734629A1 (en) * 1997-03-01 1998-09-03 Rolf Heinzelmann Befestigungst Device for attachment support of pipes
CN201547399U (en) * 2009-10-21 2010-08-11 宝山钢铁股份有限公司 Pipe shock absorption support
CN204571051U (en) * 2015-03-27 2015-08-19 江苏恒久钢构有限公司 Steady type space truss structure
CN204992482U (en) * 2015-08-06 2016-01-20 国网辽宁省电力有限公司鞍山供电公司 Can set up ground wire link plate of angle wantonly
CN207436347U (en) * 2017-11-20 2018-06-01 江苏嘉洋华联建筑装饰股份有限公司 The transition apparatus of furred ceiling under Elements of Space Grid Truss ball bolt

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19734629A1 (en) * 1997-03-01 1998-09-03 Rolf Heinzelmann Befestigungst Device for attachment support of pipes
CN201547399U (en) * 2009-10-21 2010-08-11 宝山钢铁股份有限公司 Pipe shock absorption support
CN204571051U (en) * 2015-03-27 2015-08-19 江苏恒久钢构有限公司 Steady type space truss structure
CN204992482U (en) * 2015-08-06 2016-01-20 国网辽宁省电力有限公司鞍山供电公司 Can set up ground wire link plate of angle wantonly
CN207436347U (en) * 2017-11-20 2018-06-01 江苏嘉洋华联建筑装饰股份有限公司 The transition apparatus of furred ceiling under Elements of Space Grid Truss ball bolt

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Effective date of registration: 20220704

Address after: 400000 No. 8-3, unit 1, building 1, No. 17, Shiqiaopu Shiyang Road, Jiulongpo District, Chongqing

Patentee after: CHONGQING ERAN HVAC EQUIPMENT CO.,LTD.

Address before: 402260 1-1-1, building 1, runwan, No. 24, Jinyuan Road, Luohuang Industrial Park, Jiangjin District, Chongqing

Patentee before: AIR CONDITIONER BRACNH OF CHONGQING ERAN ELECTROMECHANICAL EQUIPMENT ENGINEERING Co.,Ltd.

TR01 Transfer of patent right