CN107288235A - A kind of high-tensile antidetonation connector and antidetonation suspension and support - Google Patents
A kind of high-tensile antidetonation connector and antidetonation suspension and support Download PDFInfo
- Publication number
- CN107288235A CN107288235A CN201710692013.3A CN201710692013A CN107288235A CN 107288235 A CN107288235 A CN 107288235A CN 201710692013 A CN201710692013 A CN 201710692013A CN 107288235 A CN107288235 A CN 107288235A
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- China
- Prior art keywords
- channel
- section steel
- connecting seat
- connection sheet
- oblique pull
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, 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
- E04H9/021—Bearing, 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)
- Connection Of Plates (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a kind of high-tensile antidetonation connector and antidetonation suspension and support, including connection sheet, the first connecting seat, the second connecting seat and bolt axle, the connection sheet is each hinged by bolt axle respectively with the first connecting seat, connection sheet with two connecting seats, the connection sheet is fixedly connected with the channel-section steel of oblique pull, first connecting seat is fixedly connected with building structure, second connecting seat is fixedly connected with the channel-section steel of level, the connection sheet, the first connecting seat, is equipped with bolt hole on the second connecting seat.The antidetonation connector of the present invention is connected and fixed by the way that the one-bolt fastening of original oblique pull channel-section steel is changed into encircling type, without changing original channel-section steel structure, so as to improve the tensile strength of overall antidetonation suspension and support, it is ensured that integrally-built stability.
Description
Technical field
Technical field is hung the invention belongs to antidetonation branch, and in particular to connector in a kind of antidetonation support hanger structure and anti-
Shake support hanger structure.
Background technology
《Build electromechanical engineering earthquake resistant design code》Middle regulation seismic fortification intensity is the building in 6 degree and more than 6 degree areas
Electromechanical engineering must carry out Aseismic Design, it is intended to mitigate destruction of the earthquake to electromechanical engineering facility.Electromechanical engineering facility is mainly wrapped
Include building plumbing system, heating, ventilation, air-conditioning, combustion gas, heating power, electric power, communication, fire-fighting etc..
At present, oblique pull channel-section steel is connected with horizontal channel-section steel in existing antidetonation support hanger structure and oblique pull channel-section steel is built with top surface
Building structure connection uses the attachment structure of single bolt and nut.But it is due to that lasting shake occurs in seismic process
Situation, the situation that the attachment structure of so this single bolt and nut will loosen, so as to lose oblique pull fixation
Effect.
The content of the invention
Goal of the invention：The invention aims to solve it is of the prior art it is not enough there is provided one kind by original oblique pull groove
The one-bolt fastening of steel is changed to encircling type and connected and fixed, without changing original channel-section steel structure, is hung so as to improve overall antidetonation branch
The antidetonation connector and antidetonation suspension and support of the tensile strength of frame.
Technical scheme：A kind of high-tensile antidetonation connector of the present invention, including connection sheet, the first connecting seat,
Second connecting seat bolt axle, the connection sheet each passes through bolt axle respectively with the first connecting seat, connection sheet and the second connecting seat
It is hinged, the connection sheet is fixedly connected with the channel-section steel of oblique pull, the first connecting seat is fixedly connected with building structure, second connection
Seat is fixedly connected with the channel-section steel of level, the connection sheet, the first connecting seat, is equipped with bolt hole on the second connecting seat.
Further, the connection sheet includes connection bottom and connection sidepiece, and connection sidepiece is arranged on connection two bottom sides,
The oblique pull channel-section steel is placed between two connection sidepieces.
Further, first connecting seat uses shackle structure, and second connecting seat is using the hanger being connected with each other
Structure and connecting plate, it is in a certain angle between the shackle structure and connecting plate.
Further, the channel-section steel of the oblique pull uses C-shaped channel steel, and the channel-section steel of the level uses C-shaped channel steel or double C-type groove
Steel.
Further, the connection sheet is latched with the channel-section steel of oblique pull by channel-section steel and bolt is fixedly connected, the channel-section steel lock
Button and the channel-section steel contact position of oblique pull are provided with anti-skidding sawtooth.
The invention also discloses a kind of high-strength anti-seismic suspension and support, including a kind of above-mentioned high-tensile antidetonation connection
Part, in addition to vertical channel-section steel, the top of the vertical channel-section steel are fixed by expansion bolt and lengthening nut with building structure
Connection, the bottom of the vertical channel-section steel is fixedly connected by suspension rod bolt with the channel-section steel of level, and the one of the channel-section steel of the level
End is fixedly connected by connection sheet, the second connecting seat with one end of the channel-section steel of oblique pull, and the other end of the channel-section steel of the oblique pull passes through
Connection sheet, the first connecting seat are fixedly connected with building structure.
Further, the quantity of the vertical channel-section steel and the channel-section steel of oblique pull at least two.
Beneficial effect：The antidetonation connector of the present invention by the one-bolt fastening of original oblique pull channel-section steel by being changed to encircling type card
Fixation is connect, without changing original channel-section steel structure, so as to improve the tensile strength of overall antidetonation suspension and support, it is ensured that overall structure
Stability.
Brief description of the drawings
Fig. 1 is a kind of connecting-piece structure schematic diagram of structure type of the invention；
Fig. 2 is Fig. 1 side view；
Fig. 3 is the connecting-piece structure schematic diagram of another structure type of the invention；
Fig. 4 is Fig. 3 side view；
Fig. 5 is the connector and channel-section steel connection diagram of two kinds of structure type of the invention；
Fig. 6 is that connector of the present invention is connected local structural graph with channel-section steel；
Fig. 7 is the high-strength anti-seismic support hanger structure figure of one embodiment of the invention.
Embodiment
Technical scheme is described in further detail with reference to specific embodiment.
A kind of high-tensile antidetonation connector, including as shown in Figure 1, Figure 2 and Fig. 3, Fig. 4 two kinds of structure types.Wherein
Connecting-piece structure in Fig. 1 and Fig. 2 includes connection sheet 1, the first connecting seat 2, and the connecting seat 2 of connection sheet 1 and first passes through spiral shell
Stud shaft 4 is hinged, and the connection sheet 1 in the connecting-piece structure is fixedly connected with one end of the channel-section steel 6 of oblique pull, the first connecting seat 2
It is fixedly connected with the building structure at top.Connecting-piece structure wherein in Fig. 3 and Fig. 4 includes connection sheet 1, the second connecting seat 3,
And connection sheet 1 is hinged with the second connecting seat 3 again by bolt axle 4, the connection sheet 1 in the connecting-piece structure and oblique pull
The other end of channel-section steel 6 is fixedly connected, and the second connecting seat 3 is fixedly connected with the channel-section steel 6 of level.
Wherein, connection sheet 1 includes connection bottom and connection sidepiece, and connection sidepiece is arranged on connection two bottom sides, described oblique
The channel-section steel 6 of drawing is placed between two connection sidepieces, and connection sidepiece uses transition structure, as shown in figure 5, and junction passes through fixed spiral shell
Bolt 5 is fixed, and connection bottom is provided with through hole, and the through hole is corresponding with the lead to the hole site on channel-section steel 6.
Wherein, first connecting seat 2 uses shackle structure, and second connecting seat 3 is using the hanger knot being connected with each other
Structure and connecting plate, it is in a certain angle between the shackle structure and connecting plate, between the angle and oblique pull channel-section steel and horizontal channel-section steel
Angle it is consistent.
In order to ensure bulk strength requirement, the channel-section steel 6 of the oblique pull uses C-shaped channel steel, and the channel-section steel 6 of the level uses C
Type groove steel or double C-type channel-section steel.
In order to ensure that disengaging is persistently rocked in junction due to occurring, as shown in fig. 6, the channel-section steel 6 of connection sheet 1 and oblique pull passes through
Channel-section steel lock 7 and fixing bolt 5 are fixedly connected, and the channel-section steel lock 7 and the contact position of channel-section steel 6 of oblique pull are provided with anti-skidding sawtooth 8.
A kind of high-strength anti-seismic support hanger structure constituted using above-mentioned connector, as shown in fig. 7, comprises two oblique pulls
Channel-section steel 6, the channel-section steel 6 of two vertical channel-section steels 6 and a level.The top of the vertical channel-section steel 6 passes through expansion bolt
It is fixedly connected with nut is lengthened with building structure, the bottom of the vertical channel-section steel 6 is solid by suspension rod bolt and the channel-section steel of level 6
Fixed connection, one end of the channel-section steel 6 of the level is fixed by one end of connection sheet 1, the second connecting seat 3 and the channel-section steel 6 of oblique pull to be connected
Connect, the other end of the channel-section steel 6 of the oblique pull is fixedly connected by connection sheet 1, the first connecting seat 2 with building structure.
The antidetonation connector of the present invention is connected and fixed by the way that the one-bolt fastening of original oblique pull channel-section steel is changed into encircling type, nothing
Original channel-section steel structure need to be changed, so as to improve the tensile strength of overall antidetonation suspension and support, it is ensured that integrally-built stability.
The above described is only a preferred embodiment of the present invention, any formal limitation not is made to the present invention, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any to be familiar with this professional technology people
Member, without departing from the scope of the present invention, when the technology contents using the disclosure above make a little change or modification
For the equivalent embodiment of equivalent variations, as long as being the content without departing from technical solution of the present invention, the technical spirit according to the present invention
Any simple modification, equivalent variations and the modification made to above example, in the range of still falling within technical solution of the present invention.
Claims (7)
1. a kind of high-tensile antidetonation connector, it is characterised in that：Including connection sheet（1）, the first connecting seat（2）, second connect
Joint chair（3）And bolt axle（4）, the connection sheet（1）With the first connecting seat（2）, connection sheet（1）With the second connecting seat（3）Each
Pass through bolt axle respectively（4）It is hinged, the connection sheet（1）With the channel-section steel of oblique pull（6）It is fixedly connected, the first connecting seat（2）With building
Building structure is fixedly connected, second connecting seat（3）With the channel-section steel of level（6）It is fixedly connected, the connection sheet（1）, first connect
Joint chair（2）, the second connecting seat（3）On be equipped with bolt hole.
2. a kind of high-tensile antidetonation connector according to claim 1, it is characterised in that：The connection sheet（1）Bag
Include connection bottom and connection sidepiece, connection sidepiece is arranged on connection two bottom sides, the oblique pull channel-section steel be placed in two connection sidepieces it
Between.
3. a kind of high-tensile antidetonation connector according to claim 1, it is characterised in that：First connecting seat
（2）Using shackle structure, second connecting seat（3）Using the shackle structure and connecting plate of interconnection, the shackle structure
It is in a certain angle between connecting plate.
4. a kind of high-tensile antidetonation connector according to claim 1, it is characterised in that：The channel-section steel of the oblique pull
（6）Using C-shaped channel steel, the channel-section steel of the level（6）Using C-shaped channel steel or double C-type channel-section steel.
5. a kind of high-tensile antidetonation connector according to claim 1, it is characterised in that：The connection sheet（1）With
The channel-section steel of oblique pull（6）Latched by channel-section steel（7）And bolt is fixedly connected, the channel-section steel lock（7）With the channel-section steel of oblique pull（6）Contact
Place is provided with anti-skidding sawtooth.
6. a kind of high-strength anti-seismic suspension and support, it is characterised in that：Including a kind of high tensile described in claim 1-5 any one
Intensity antidetonation connector, in addition to vertical channel-section steel（6）, the vertical channel-section steel（6）Top pass through expansion bolt and lengthening
Nut is fixedly connected with building structure, the vertical channel-section steel（6）Bottom pass through suspension rod bolt and the channel-section steel of level（6）It is fixed
Connection, the channel-section steel of the level（6）One end pass through connection sheet（1）, the second connecting seat（3）With the channel-section steel of oblique pull（6）One end
It is fixedly connected, the channel-section steel of the oblique pull（6）The other end pass through connection sheet（1）, the first connecting seat（2）Fix and connect with building structure
Connect.
7. a kind of high-strength anti-seismic suspension and support according to claim 6, it is characterised in that：The vertical channel-section steel（6）With
The channel-section steel of oblique pull（6）Quantity at least two.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710692013.3A CN107288235A (en) | 2017-08-14 | 2017-08-14 | A kind of high-tensile antidetonation connector and antidetonation suspension and support |
| PCT/CN2017/100807 WO2019033477A1 (en) | 2017-08-14 | 2017-09-07 | High tensile strength aseismatic connector and aseismatic bracket support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710692013.3A CN107288235A (en) | 2017-08-14 | 2017-08-14 | A kind of high-tensile antidetonation connector and antidetonation suspension and support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107288235A true CN107288235A (en) | 2017-10-24 |
Family
ID=60105987
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710692013.3A Withdrawn CN107288235A (en) | 2017-08-14 | 2017-08-14 | A kind of high-tensile antidetonation connector and antidetonation suspension and support |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN107288235A (en) |
| WO (1) | WO2019033477A1 (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108361254A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | A kind of electromechanical installation hanger system of building |
| CN108457963A (en) * | 2018-02-28 | 2018-08-28 | 成都新力紧科技有限公司 | Channel steel reinforced structure and its component for building electromechanical installation hanger system |
| CN108612917A (en) * | 2018-05-30 | 2018-10-02 | 华南理工大学 | A kind of vertical vibration damping antidetonation suspension and support based on disk spring |
| CN108758083A (en) * | 2018-06-08 | 2018-11-06 | 中铁十七局集团电气化工程有限公司 | A kind of construction method of the comprehensive suspension and support anti-seismic performance of enhancing |
| CN108825715A (en) * | 2018-07-14 | 2018-11-16 | 芜湖市新海域智能科技有限公司 | A kind of building electromechanical equipment antidetonation connecting elements |
| CN109140049A (en) * | 2018-08-31 | 2019-01-04 | 中交建研（北京）设计咨询有限公司 | Antidetonation suspension and support and building |
| CN109506048A (en) * | 2018-12-26 | 2019-03-22 | 苏州华固建筑配套工程有限公司 | Indoor environment quakeproof bracket connection component |
| CN114607864A (en) * | 2022-03-29 | 2022-06-10 | 江苏宏强电气集团有限公司 | High-stability anti-seismic support hanger |
| CN114876061A (en) * | 2022-05-10 | 2022-08-09 | 浙江海迈材料科技股份有限公司 | Embedded channel steel lock catch and displacement dislocation prevention method |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2601908B (en) * | 2020-11-30 | 2024-01-24 | Gripple Ltd | Stiffening apparatus |
| CN112664518A (en) * | 2020-12-31 | 2021-04-16 | 广东八容建材有限公司 | Electromechanical anti-seismic bracket channel steel fixing piece |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2961365B1 (en) * | 1998-06-16 | 1999-10-12 | 株式会社ブレスト工業研究所 | Suspension support device and its upper mounting device, detachment prevention device, and oblique support device |
| CA2684162C (en) * | 2008-10-31 | 2017-04-25 | Nibco Inc. | Seismic bracing assembly |
| CN201326885Y (en) * | 2008-12-24 | 2009-10-14 | 李学好 | Structure of anti-vibration support connection part |
| CN204176142U (en) * | 2014-09-30 | 2015-02-25 | 深圳优力可科技有限公司 | A kind of antidetonation connects substrate and antidetonation connection bracket composite structure |
| CN204901062U (en) * | 2015-08-26 | 2015-12-23 | 徐公科 | A three -dimensional antidetonation gallows |
| CN107013753A (en) * | 2017-05-25 | 2017-08-04 | 钟耀港 | A kind of antidetonation vibration isolation support |
-
2017
- 2017-08-14 CN CN201710692013.3A patent/CN107288235A/en not_active Withdrawn
- 2017-09-07 WO PCT/CN2017/100807 patent/WO2019033477A1/en active Application Filing
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108361254A (en) * | 2018-02-28 | 2018-08-03 | 成都新力紧科技有限公司 | A kind of electromechanical installation hanger system of building |
| CN108457963A (en) * | 2018-02-28 | 2018-08-28 | 成都新力紧科技有限公司 | Channel steel reinforced structure and its component for building electromechanical installation hanger system |
| CN108612917A (en) * | 2018-05-30 | 2018-10-02 | 华南理工大学 | A kind of vertical vibration damping antidetonation suspension and support based on disk spring |
| CN108758083A (en) * | 2018-06-08 | 2018-11-06 | 中铁十七局集团电气化工程有限公司 | A kind of construction method of the comprehensive suspension and support anti-seismic performance of enhancing |
| CN108825715A (en) * | 2018-07-14 | 2018-11-16 | 芜湖市新海域智能科技有限公司 | A kind of building electromechanical equipment antidetonation connecting elements |
| CN109140049A (en) * | 2018-08-31 | 2019-01-04 | 中交建研（北京）设计咨询有限公司 | Antidetonation suspension and support and building |
| CN109140049B (en) * | 2018-08-31 | 2019-07-23 | 中交建研（北京）设计咨询有限公司 | Antidetonation suspension and support and building |
| CN109506048A (en) * | 2018-12-26 | 2019-03-22 | 苏州华固建筑配套工程有限公司 | Indoor environment quakeproof bracket connection component |
| CN114607864A (en) * | 2022-03-29 | 2022-06-10 | 江苏宏强电气集团有限公司 | High-stability anti-seismic support hanger |
| CN114607864B (en) * | 2022-03-29 | 2023-11-21 | 江苏宏强电气集团有限公司 | High-stability anti-seismic support and hanger |
| CN114876061A (en) * | 2022-05-10 | 2022-08-09 | 浙江海迈材料科技股份有限公司 | Embedded channel steel lock catch and displacement dislocation prevention method |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2019033477A1 (en) | 2019-02-21 |
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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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20171024 |
|
| WW01 | Invention patent application withdrawn after publication |