CN110485558A - A kind of connection structure and method of rope bar collaboration hanging weight - Google Patents
A kind of connection structure and method of rope bar collaboration hanging weight Download PDFInfo
- Publication number
- CN110485558A CN110485558A CN201910865844.5A CN201910865844A CN110485558A CN 110485558 A CN110485558 A CN 110485558A CN 201910865844 A CN201910865844 A CN 201910865844A CN 110485558 A CN110485558 A CN 110485558A
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- CN
- China
- Prior art keywords
- connecting plate
- round steel
- preformed hole
- ornament
- steel pipe
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 94
- 239000010959 steel Substances 0.000 claims abstract description 94
- 239000000126 substance Substances 0.000 claims description 9
- 239000000725 suspension Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 6
- 238000005034 decoration Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 1
- 230000007812 deficiency Effects 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
-
- 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
Abstract
The connection structure and method of a kind of rope bar collaboration hanging weight is disclosed in the present invention；Zhong Ge branch of the present invention gusset plate has enough intensity and rigidity, and end plate and connecting plate need to carry out force analysis, and strict control maximum stress, to prevent gusset plate stress deficiency from causing security risk.The selection of cable wire and round steel pipe model should be determined by stress analysis, avoid rule of thumb chosen material as far as possible.The present invention provides a kind of novel connection thinkings, very good solution flexible hanging is the problem of ambient windstream acts on lower swing to a certain extent, and rigid rod can provide two defence lines, flexible link and rigid rod cooperate under geological process, to guarantee to hang the firm of weight.
Description
Technical field
It is specifically connection structure and the side of a kind of rope bar collaboration hanging weight the present invention relates to rope bar connection area
Method.
Background technique
Market or enterprise entrance hall, can be in Zhongting or the hanger (weights of entrance hall position decoration more style due to decoration needs
Amount is likely to be breached 10t), Normal practice is weight to be hung by cable wire, but (cable wire is rigid there are certain drawback for this connection type
Degree is smaller, and the swing for decorating hanger can not be stopped under quality event).
Summary of the invention
Therefore, in order to solve above-mentioned deficiency, the purpose of the present invention is not can effectively prevent weight in cable wire hanging weight to exist
On the basis of swing under ambient windstream effect, the connection structure and method of a kind of rope bar collaboration hanging weight are provided herein；I.e.
A kind of suspending method of cable wire and round steel pipe collaboration hanging weight.
The invention is realized in this way constructing a kind of connection structure of rope bar collaboration hanging weight, it is characterised in that: the knot
Structure have main structure supporting member, chemical anchor bolts expansion bolt or built-in fitting, connection board, connecting plate, connecting plate preformed hole,
Cable wire, round steel pipe, round steel tube end sheet, round steel tube end sheet preformed hole, round steel pipe connecting plate, round steel pipe connecting plate preformed hole, decoration
Object, ornament end plate, ornament end plate preformed hole, ornament connecting plate, ornament connecting plate preformed hole, cable wire fixture, connection
End plate preformed hole, embedded board；Wherein, the H-shaped gusset plate being made of connection board, connecting plate and connecting plate preformed hole；Round steel pipe
End plate is two groups, corresponds respectively to main structure supporting member and this side of ornament；Wherein, one end of cable wire passes through connecting pin
It is fixed after plate preformed hole with cable wire fixture, is connect connecting plate with embedded board by welding；By rivet by connecting plate and round steel
The connection of pipe connecting plate, forms the connection of round steel tube portion and main structure supporting member part；Round steel pipe and round steel tube end sheet connect
It connects；After cable wire passes through the round steel tube end sheet preformed hole in the round steel tube end sheet of two sides, the ornament that is then passed through on ornament end plate
End plate preformed hole；By the ornament connecting plate on the round steel pipe connecting plate preformed hole and ornament connecting plate on round steel pipe connecting plate
Preformed hole alignment, round steel pipe connecting plate is by rivet connect with ornament connecting plate, formation round steel tube portion and ornament
Connection.
A kind of connection structure of rope bar collaboration hanging weight according to this patent, it is characterised in that: passing through of embedded board
It learns anchor bolt expansion bolt or built-in fitting is fixed with main structure supporting member.
A kind of method of rope bar collaboration hanging weight, it is characterised in that: this method successively carries out according to the following steps:
A, the whether reserved pre-buried end plate of ornament suspension centre of main structure supporting member is verified, if nothing, special design is carried out and determines
The quantity and specification of chemical anchor bolts, expansion bolt or built-in fitting；
B, prepare the H-shaped gusset plate that multiple groups are made of connection board, connecting plate and connecting plate preformed hole；
C, cable wire is fixed after connection board preformed hole with cable wire fixture, is then connected connecting plate and embedded board by welding
It connects；
D, cable wire passes through round steel tube end sheet preformed hole in round steel tube end sheet, and the round steel pipe connecting plate on round steel pipe connecting plate is reserved
Hole is aligned with connecting plate preformed hole, is connect connecting plate with round steel pipe connecting plate by rivet, forms round steel tube portion and main body
The connection of structural bearing component part；
E, cable wire is passed through to the round steel tube end sheet preformed hole in the round steel tube end sheet of the other end again, is then then passed through ornament end plate
On ornament end plate preformed hole；
F, the round steel pipe connecting plate preformed hole on round steel pipe connecting plate is reserved with the ornament connecting plate on ornament connecting plate
Hole alignment, is connected round steel pipe connecting plate with ornament connecting plate by rivet, forms the connection of round steel pipe and ornament；
G, it is fixed after so that cable wire is born ornament hoisting point position load tensioning cable with cable wire fixture；
H, other suspension centre installations are carried out according to the above method with this.
The present invention has the advantage that the purpose of the present invention is not can effectively prevent weight in environment in cable wire hanging weight
On the basis of swing under airflow function, the suspending method of a kind of cable wire and round steel pipe collaboration hanging weight is provided herein；This hair
Ming Zhongge branch gusset plate has enough intensity and rigidity, and end plate and connecting plate need to carry out force analysis, and strict control is most
Big stress, to prevent gusset plate stress deficiency from causing security risk.The selection of cable wire and round steel pipe model should pass through stress analysis
It determines, avoids rule of thumb chosen material as far as possible.The present invention provides a kind of novel connection thinkings, solve well to a certain extent
Flexible hanging determined the problem of ambient windstream acts on lower swing, and rigid rod can provide two defence lines, it is soft under geological process
Property bar and rigid rod cooperate, to guarantee to hang the firm of weight.
Detailed description of the invention
Fig. 1 is main structure position node connection schematic diagram in the present invention；
Fig. 2 is ornament suspension centre position node connection schematic diagram in the present invention；
Fig. 3 is H-shaped node schematic diagram in the present invention.
In figure: 1- main structure supporting member, 2- chemical anchor bolts expansion bolt or built-in fitting 3- connection board, 4- connecting plate, 5-
Connecting plate preformed hole, 6- cable wire, 7- round steel pipe, 8- round steel tube end sheet, 9- round steel tube end sheet preformed hole, 10- round steel pipe connecting plate,
11- round steel pipe connecting plate preformed hole, 12- ornament, 13- ornament end plate, 14- ornament end plate preformed hole, 15- ornament connect
Fishplate bar, 16- ornament connecting plate preformed hole, 17- cable wire fixture, 18- connection board preformed hole, 19- embedded board, 20- rivet.
Specific embodiment
Below in conjunction with attached drawing 1- Fig. 3, the present invention is described in detail, technical solution in the embodiment of the present invention into
Row clearly and completely describes, it is clear that described embodiments are only a part of the embodiments of the present invention, rather than whole realities
Apply example.Based on the embodiments of the present invention, those of ordinary skill in the art are obtained without making creative work
Every other embodiment, shall fall within the protection scope of the present invention.
The present invention provides a kind of connection structure of rope bar collaboration hanging weight by improving herein, can be as follows
It is practiced；The structure has main structure supporting member 1, chemical anchor bolts expansion bolt or built-in fitting 2, connection board 3, connection
Plate 4, connecting plate preformed hole 5, cable wire 6, round steel pipe 7, round steel tube end sheet 8, round steel tube end sheet preformed hole 9, round steel pipe connecting plate 10,
Round steel pipe connecting plate preformed hole 11, ornament 12, ornament end plate 13, ornament end plate preformed hole 14, ornament connecting plate 15,
Ornament connecting plate preformed hole 16, cable wire fixture 17, connection board preformed hole 18, embedded board 19；Wherein, by connection board 3, company
The H-shaped gusset plate that fishplate bar 4 and connecting plate preformed hole 5 form；Round steel tube end sheet 8 is two groups, corresponds respectively to main structure load-bearing
Component 1 and this side of ornament 12；Wherein, one end of cable wire 6 is fixed after passing through connection board preformed hole 18 with cable wire fixture 17,
Connecting plate 4 is connect with embedded board 19 by welding；Connecting plate 4 is connect with round steel pipe connecting plate 10 by rivet 20, is formed
The connection of 7 part of round steel pipe and 1 part of main structure supporting member；Round steel pipe 7 is connect with round steel tube end sheet 8；Cable wire 6 passes through two
After round steel tube end sheet preformed hole 9 in the round steel tube end sheet 8 of side, the ornament end plate preformed hole that is then passed through on ornament end plate 13
14；Round steel pipe connecting plate preformed hole 11 on round steel pipe connecting plate 10 and the ornament connecting plate on ornament connecting plate 15 is pre-
It boxes out 16 alignment, is connected round steel pipe connecting plate 10 and ornament connecting plate 15 by rivet 20, form 7 part of round steel pipe and dress
The connection of jewelry 12.
Wherein；Embedded board 19 is fixed by chemical anchor bolts expansion bolt or built-in fitting 2 and main structure supporting member 1；
A kind of method of rope bar collaboration hanging weight, this method successively carry out according to the following steps:
A, it verifies the whether reserved pre-buried end plate 3 of ornament suspension centre of main structure supporting member 1 and it is true to carry out special design if nothing
Determine the quantity and specification of chemical anchor bolts, expansion bolt or built-in fitting 2；
B, prepare the H-shaped gusset plate that multiple groups are made of connection board 3, connecting plate 4 and connecting plate preformed hole 5；
C, use cable wire fixture 17 fixed after cable wire 6 being passed through connection board preformed hole 18, then by welding connecting plate 4 and in advance
Buried plate 19 connects；
D, cable wire 6 passes through round steel tube end sheet preformed hole 9 in round steel tube end sheet 8, and the round steel pipe on round steel pipe connecting plate 10 is connected
Plate preformed hole 11 is aligned with connecting plate preformed hole 5, is connect connecting plate 4 with round steel pipe connecting plate 10 by rivet 20, forms circle
The connection of 7 part of steel pipe and 1 part of main structure supporting member；
E, cable wire 6 is passed through to the round steel tube end sheet preformed hole 9 in the round steel tube end sheet 8 of the other end again, is then then passed through ornament
Ornament end plate preformed hole 14 on end plate 13；
F, the round steel pipe connecting plate preformed hole 11 on round steel pipe connecting plate 10 is connect with the ornament on ornament connecting plate 15
Plate preformed hole 16 is aligned, and is connected round steel pipe connecting plate 10 and ornament connecting plate 15 by rivet 20, forms round steel pipe 7 and dress
The connection of jewelry 12；
G, fixed with cable wire fixture 17 after so that cable wire 6 is born ornament hoisting point position load 6 tensioning of cable wire；
H, other suspension centre installations are carried out according to the above method with this.
Advantages of the present invention: Zhong Ge branch of the present invention gusset plate has enough intensity and rigidity, and end plate and connecting plate need
Force analysis, and strict control maximum stress are carried out, to prevent gusset plate stress deficiency from causing security risk.Cable wire and round steel pipe
The selection of model should be determined by stress analysis, avoid rule of thumb chosen material as far as possible.The present invention provides a kind of Novel connections
Connect thinking, very good solution flexible hanging is the problem of ambient windstream acts on lower swing to a certain extent, and rigid rod can be with
Two defence lines are provided, flexible link and rigid rod cooperate under geological process, to guarantee to hang the firm of weight.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Claims (3)
1. a kind of connection structure of rope bar collaboration hanging weight, it is characterised in that: the structure has main structure supporting member
(1), chemical anchor bolts expansion bolt or built-in fitting (2), connection board (3), connecting plate (4), connecting plate preformed hole (5), cable wire
(6), round steel pipe (7), round steel tube end sheet (8), round steel tube end sheet preformed hole (9), round steel pipe connecting plate (10), round steel pipe connecting plate
Preformed hole (11), ornament (12), ornament end plate (13), ornament end plate preformed hole (14), ornament connecting plate (15), dress
Jewelry connecting plate preformed hole (16), cable wire fixture (17), connection board preformed hole (18), embedded board (19)；Wherein, by connecting pin
The H-shaped gusset plate of plate (3), connecting plate (4) and connecting plate preformed hole (5) composition；Round steel tube end sheet (8) is two groups, is respectively corresponded
In main structure supporting member (1) and ornament (12) this side；Wherein, one end of cable wire (6) passes through connection board preformed hole
(18) fixed with cable wire fixture (17) afterwards, connecting plate (4) is connect with embedded board (19) by welding；It will be even by rivet (20)
Fishplate bar (4) is connect with round steel pipe connecting plate (10), forms round steel pipe (7) partially company with main structure supporting member (1) part
It connects；Round steel pipe (7) is connect with round steel tube end sheet (8)；Cable wire (6) passes through the round steel tube end sheet in the round steel tube end sheet (8) of two sides
After preformed hole (9), the ornament end plate preformed hole (14) that is then passed through on ornament end plate (13)；It will be on round steel pipe connecting plate (10)
Round steel pipe connecting plate preformed hole (11) be aligned with the ornament connecting plate preformed hole (16) on ornament connecting plate (15), pass through
Rivet (20) connects round steel pipe connecting plate (10) and ornament connecting plate (15), forms round steel pipe (7) part and ornament
(12) connection.
2. a kind of connection structure of rope bar collaboration hanging weight according to claim 1, it is characterised in that: embedded board (19) is logical
It crosses chemical anchor bolts expansion bolt or built-in fitting (2) and main structure supporting member (1) is fixed.
3. a kind of method of rope bar collaboration hanging weight, it is characterised in that: this method successively carries out according to the following steps:
A, main structure supporting member (1) whether reserved pre-buried end plate of ornament suspension centre (3) is verified to carry out special project if nothing and set
Count the quantity and specification for determining chemical anchor bolts, expansion bolt or built-in fitting (2)；
B, prepare the H-shaped gusset plate that multiple groups are made of connection board (3), connecting plate (4) and connecting plate preformed hole (5)；
C, cable wire (6) connection board preformed hole (18) are passed through to be fixed with cable wire fixture (17) afterwards, it then will connection by welding
(19 connect plate (4) with embedded board；
D, cable wire (6) passes through round steel tube end sheet preformed hole (9) on round steel tube end sheet (8), by the circle on round steel pipe connecting plate (10)
Steel pipe connecting plate preformed hole (11) is aligned with connecting plate preformed hole (5), is connect connecting plate (4) with round steel pipe by rivet (20)
Plate (10) connection, forms round steel pipe (7) partially connection with main structure supporting member (1) part；
E, cable wire (6) are passed through to the round steel tube end sheet preformed hole (9) in the round steel tube end sheet (8) of the other end again, are then then passed through
Ornament end plate preformed hole (14) on ornament end plate (13)；
F, by the round steel pipe connecting plate preformed hole (11) on round steel pipe connecting plate (10) and the decoration on ornament connecting plate (15)
Object connecting plate preformed hole (16) alignment is connected round steel pipe connecting plate (10) and ornament connecting plate (15) by rivet (20),
Form the connection of round steel pipe (7) and ornament (12)；
G, fixed with cable wire fixture (17) after so that cable wire (6) is born ornament hoisting point position load cable wire (6) tensioning；
H, other suspension centre installations are carried out according to the above method with this.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910865844.5A CN110485558A (en) | 2019-09-09 | 2019-09-09 | A kind of connection structure and method of rope bar collaboration hanging weight |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910865844.5A CN110485558A (en) | 2019-09-09 | 2019-09-09 | A kind of connection structure and method of rope bar collaboration hanging weight |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110485558A true CN110485558A (en) | 2019-11-22 |
Family
ID=68557974
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910865844.5A Pending CN110485558A (en) | 2019-09-09 | 2019-09-09 | A kind of connection structure and method of rope bar collaboration hanging weight |
Country Status (1)
| Country | Link |
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| CN (1) | CN110485558A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104843557A (en) * | 2014-02-13 | 2015-08-19 | 株式会社日立制作所 | Elevator main suspension line shake preventing apparatus |
| CN204662842U (en) * | 2015-05-25 | 2015-09-23 | 苏州金螳螂建筑装饰股份有限公司 | A kind of steelframe adjustable connection structure |
| CN105507148A (en) * | 2014-09-26 | 2016-04-20 | 上海建科预应力技术工程有限公司 | Connecting structure for cable clamp and suspender of suspension bridge |
| EP3029220A1 (en) * | 2014-12-02 | 2016-06-08 | Ikona AG | Transport anchor for prefabricated reinforced concrete double walls |
| CN208154280U (en) * | 2018-04-16 | 2018-11-27 | 中山市卡骐灯饰照明有限公司 | A kind of multilayer pendent lamp |
| CN109707037A (en) * | 2018-12-28 | 2019-05-03 | 长安大学 | A kind of assembling frame structure Self-resetting dissipative devices and its construction method |
| CN208964366U (en) * | 2018-09-28 | 2019-06-11 | 成都飞机工业（集团）有限责任公司 | A kind of truss Current Collector Sleave |
| CN210767201U (en) * | 2019-09-09 | 2020-06-16 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Connecting structure for cable-pole cooperated hanging heavy object |
-
2019
- 2019-09-09 CN CN201910865844.5A patent/CN110485558A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104843557A (en) * | 2014-02-13 | 2015-08-19 | 株式会社日立制作所 | Elevator main suspension line shake preventing apparatus |
| CN105507148A (en) * | 2014-09-26 | 2016-04-20 | 上海建科预应力技术工程有限公司 | Connecting structure for cable clamp and suspender of suspension bridge |
| EP3029220A1 (en) * | 2014-12-02 | 2016-06-08 | Ikona AG | Transport anchor for prefabricated reinforced concrete double walls |
| CN204662842U (en) * | 2015-05-25 | 2015-09-23 | 苏州金螳螂建筑装饰股份有限公司 | A kind of steelframe adjustable connection structure |
| CN208154280U (en) * | 2018-04-16 | 2018-11-27 | 中山市卡骐灯饰照明有限公司 | A kind of multilayer pendent lamp |
| CN208964366U (en) * | 2018-09-28 | 2019-06-11 | 成都飞机工业（集团）有限责任公司 | A kind of truss Current Collector Sleave |
| CN109707037A (en) * | 2018-12-28 | 2019-05-03 | 长安大学 | A kind of assembling frame structure Self-resetting dissipative devices and its construction method |
| CN210767201U (en) * | 2019-09-09 | 2020-06-16 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Connecting structure for cable-pole cooperated hanging heavy object |
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