CN207618921U - A kind of novel tower airfoil type attached wall structure - Google Patents
A kind of novel tower airfoil type attached wall structure Download PDFInfo
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- CN207618921U CN207618921U CN201721782762.7U CN201721782762U CN207618921U CN 207618921 U CN207618921 U CN 207618921U CN 201721782762 U CN201721782762 U CN 201721782762U CN 207618921 U CN207618921 U CN 207618921U
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- otic placode
- girder steel
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- gusset
- attached wall
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Abstract
The utility model discloses a kind of novel tower airfoil type attached wall structures, including main girder steel, main girder steel bracket, bracket embedded part, horizontal diagonal brace and horizontal diagonal brace embedded part, the main girder steel includes the main limb of main girder steel, double pin axle otic placode, first single axis pin otic placode and second single axis pin otic placode, it is provided with lower pasting board in the middle part of the main limb of main girder steel, main girder steel bracket is provided on the lower pasting board, bracket embedded part is provided on the main girder steel bracket, the bracket embedded part includes that first panel and first climb cone.The utility model tower crane aerofoil profile attached wall structure, only need pre-buried three embedded parts, two horizontal diagonal braces and a main girder steel can meet the stabilization of attached wall system, this three transports to scene again after can processing, it is directly assembled at the scene, using this attached wall form, it can not only optimize the stress of attached wall structure significantly, and large quantities of steel materials are saved while live efficiency can be greatly improved, bring great economic benefit.
Description
Technical field
The utility model is related to bridge technology field, specially a kind of novel tower airfoil type attached wall structure.
Background technology
With the development of economy, the construction speed of bridge project is getting faster, and wears the various bridges of the excessively extra large formula in mountain
In full flourish in motherland's the earth, in view of in the construction of bridge, bridge main tower will often use tool of the tower crane as vertical transport,
And the height of king-tower is generally relatively high, is often required for using the requirement for the construction height that attached wall could meet tower crane.And by
In the severe of execution conditions and for construction cost, design refine the considerations of, the design of bridge main tower tower body is often simpler
About, so, just there is prodigious limitation to the spatial position needed for tower crane attached wall, attached wall angle is bad just to be easily lead to
A series of generation for the problem of of influencing safety in production such as the stress of attached wall strut is excessive.
Utility model content
The purpose of this utility model is to provide a kind of novel tower airfoil type attached wall structures, can not only optimize attached wall significantly
The stress of structure, and live efficiency can be greatly improved while save large quantities of steel materials, bring great economy
Benefit solves the problems of the prior art.
To achieve the above object, the utility model provides the following technical solutions：A kind of novel tower airfoil type attached wall structure, packet
Include main girder steel, main girder steel bracket, bracket embedded part, horizontal diagonal brace and horizontal diagonal brace embedded part, the main girder steel include the main limb of main girder steel,
Double pin axle otic placode, first single axis pin otic placode and second single axis pin otic placode, be equidistantly provided on the main main limb of girder steel first plus
Strengthening tendons plate is provided with lower pasting board in the middle part of the main main limb of girder steel, main girder steel bracket, the main steel is provided on the lower pasting board
Bracket embedded part is provided on beam bracket, the bracket embedded part includes first panel and first climbs cone, is installed in the first panel
There is first to climb cone, is provided with double pin axle otic placode at the top of one end of the main main limb of girder steel, one end of the main main limb of girder steel passes through
Double pin axle otic placode connects attached wall pull rod, and the attached wall pull rod includes the 5th otic placode, the second hush panel, welding pipe, rectangular gusset
It is mounted on the second hush panel with the both ends of triangle gusset, the welding pipe, second hush panel passes through adjustable bolt
Connect with the 5th otic placode, be provided with rectangular gusset and triangle gusset on the 5th otic placode, the adjustable bolt include screw rod,
Nut and annulus are arranged with nut and annulus on the screw rod, and the nut is located at the inside of annulus, described
Double pin axle otic placode includes the first otic placode, the first gusset, the second gusset and third gusset, and the first muscle is provided on first otic placode
Plate, the second gusset and third gusset, the main main limb of girder steel are provided with first single axis pin at the top of one end far from double pin axle otic placode
Otic placode, the main one end bottom of the main limb of girder steel far from double pin axle otic placode are provided with second single axis pin otic placode, described second single pin
Axis otic placode includes third otic placode and third stiffener plate, and third stiffener plate, the main girder steel are provided on the third otic placode
The both ends bottom of main limb connects horizontal diagonal brace by second single axis pin otic placode, and the horizontal diagonal brace includes the 4th otic placode, first
Hush panel, H profile steel, otic placode hush panel, otic placode gusset, the 4th stiffener plate and pasting board are equidistantly arranged in the H profile steel
Four stiffener plates, the H profile steel are equipped with pasting board, and the both ends of the H profile steel are both provided with the first hush panel, first sealing
The side of plate is equipped with the 4th otic placode, and the 4th otic placode is equipped with otic placode gusset, and otic placode sealing is additionally provided on the 4th otic placode
Plate, one end of the horizontal diagonal brace are connected with horizontal diagonal brace embedded part, and the horizontal diagonal brace embedded part includes second panel, second climbs cone
With second single axis pin otic placode, second is equipped in the second panel and climbs cone, second is equipped at the top of the second panel singly
Axis pin otic placode.
Preferably, the main limb of main girder steel is all made of twin fillet wolt with stiffener plate welding, and weldering is high to be no less than 10mm.
Preferably, described first single axis pin otic placode includes the second otic placode and the second stiffener plate, is set on second otic placode
It is equipped with the second stiffener plate.
Preferably, pin shaft hole is offered on the double pin axle otic placode, first single axis pin otic placode and second single axis pin otic placode,
Axis pin is installed on the pin shaft hole.
Compared with prior art, the beneficial effects of the utility model are as follows：
The utility model tower crane aerofoil profile attached wall structure, it is only necessary to pre-buried three embedded parts, two horizontal diagonal braces and a master
Girder steel can meet the stabilization of attached wall system, this three transports to scene again after can processing, directly assembled at the scene, existing
The welding of field is only that the welding at intermediate bracket position and the rear welding of two diagonal brace otic placodes not only may be used using this attached wall form
To optimize the stress of attached wall structure significantly, and can greatly improve live efficiency while, saves large quantities of steel materials,
Bring great economic benefit.
Description of the drawings
Fig. 1 is the attached wall floor plan of the utility model；
Fig. 2 is the main girder steel schematic diagram of the utility model；
Fig. 3 is the double pin axle otic placode front view of the utility model；
Fig. 4 is the double pin axle otic placode side view of the utility model；
Fig. 5 is the double pin axle otic placode vertical view of the utility model；
Fig. 6 is first single axis pin otic placode front view of the utility model；
Fig. 7 is first single axis pin otic placode vertical view of the utility model；
Fig. 8 is second single axis pin otic placode front view of the utility model；
Fig. 9 is second single axis pin otic placode side view of the utility model；
Figure 10 is the bracket embedded part front view of the utility model；
Figure 11 is the horizontal diagonal brace embedded part front view of the utility model；
Figure 12 is the horizontal diagonal brace front view of the utility model；
Figure 13 is the attached wall pull rod front view of the utility model；
Figure 14 is the attached wall pull rod vertical view of the utility model；
Figure 15 is the adjustable bolt schematic diagram of the utility model；
Figure 16 is the axis pin schematic diagram of the utility model.
In figure：1 main girder steel, the main limb of 11 main girder steels, 111 first stiffener plates, 112 times pasting boards, 12 double pin axle otic placodes, 121
First otic placode, 122 first gussets, 123 second gussets, 124 third gussets, 13 first single axis pin otic placodes, 131 second otic placodes, 132
Second stiffener plate, 14 second single axis pin otic placodes, 141 third otic placodes, 142 third stiffener plates, 2 main girder steel brackets, 3 brackets bury
Cone, 4 horizontal diagonal braces, 41 the 4th otic placodes, 42 first hush panels, 43 H profile steels, 44 otic placodes envelope are climbed in part, 31 first panels, 32 first
Cone, 6 pins are climbed in oralia, 45 otic placode gussets, 46 the 4th stiffener plates, 47 pasting boards, 5 horizontal diagonal brace embedded parts, 51 second panels, 52 second
Axis hole, 61 axis pins, 7 attached wall pull rods, 71 the 5th otic placodes, 72 second hush panels, 73 welding pipes, 74 rectangular gussets, 75 triangle muscle
Plate, 8 adjustable bolts, 81 screw rods, 82 nuts, 83 annulus.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 16 are please referred to Fig.1, a kind of novel tower airfoil type attached wall structure, including main girder steel 1, main girder steel bracket 2, bracket bury
Part 3, horizontal diagonal brace 4 and horizontal diagonal brace embedded part 5, main girder steel 1 include the main limb 11 of main girder steel, the single axis pin of double pin axle otic placode 12, first
Otic placode 13 and second single axis pin otic placode 14 are equidistantly provided with the first stiffener plate 111, the main main limb of girder steel on the main limb of main girder steel 11
11 are all made of twin fillet wolt with the welding of stiffener plate 111, and weldering is high to be no less than 10mm, and the middle part of the main limb of main girder steel 11 is provided with down
Pasting board 112 is provided with main girder steel bracket 2 on lower pasting board 112, and bracket embedded part 3 is provided on main girder steel bracket 2, and bracket embedded part 3 wraps
It includes first panel 31 and first and climbs cone 32, first is equipped in first panel 31 and climbs cone 32, at the top of one end of the main limb of main girder steel 11
It is provided with double pin axle otic placode 12, one end of the main limb of main girder steel 11 passes through double pin axle otic placode 12 and connects attached wall pull rod 7, attached wall pull rod 7
Including the 5th otic placode 71, the second hush panel 72, welding pipe 73, rectangular gusset 74 and triangle gusset 75, the two of pipe 73 are welded
End is mounted on the second hush panel 72, and the second hush panel 72 is connect by adjustable bolt 8 with the 5th otic placode 71, the 5th otic placode 71
On be provided with rectangular gusset 74 and triangle gusset 75, adjustable bolt 8 includes screw rod 81, nut 82 and annulus 83, screw rod
Nut 82 and annulus 83 are arranged on 81, nut 82 is located at the inside of annulus 83, and double pin axle otic placode 12 includes first
Otic placode 121, the first gusset 122, the second gusset 123 and third gusset 124, be provided on the first otic placode 121 first gusset 122,
Second gusset 123 and third gusset 124, the main main limb 11 of girder steel are provided with first single pin at the top of one end far from double pin axle otic placode 12
Axis otic placode 13, first single axis pin otic placode 13 includes the second otic placode 131 and the second stiffener plate 132, is provided on the second otic placode 131
Second stiffener plate 132, main main one end bottom of the limb 11 far from double pin axle otic placode 12 of girder steel are provided with second single axis pin otic placode 14,
Pin shaft hole 6 is offered on the single 13 and second single axis pin otic placode 14 of axis pin otic placode of double pin axle otic placode 12, first, is pacified on pin shaft hole 6
Equipped with axis pin 61, second single axis pin otic placode 14 includes third otic placode 141 and third stiffener plate 142, is arranged on third otic placode 141
There is a third stiffener plate 142, the both ends bottom of the main limb of main girder steel 11 connects horizontal diagonal brace 4 by second single axis pin otic placode 14,
Horizontal diagonal brace 4 includes the 4th otic placode 41, the first hush panel 42, H profile steel 43, otic placode hush panel 44, the reinforcement of otic placode gusset the 45, the 4th
Gusset 46 and pasting board 47, the 4th stiffener plate 46 is equidistantly arranged in H profile steel 43, and H profile steel 43 is equipped with pasting board 47, H profile steel
43 both ends are both provided with the first hush panel 42, and the side of the first hush panel 42 is equipped with the 4th otic placode 41, is set on the 4th otic placode 41
There is otic placode gusset 45, otic placode hush panel 44 is additionally provided on the 4th otic placode 41, one end of horizontal diagonal brace 4 is connected with horizontal diagonal brace embedded part
5, horizontal diagonal brace embedded part 5 climbs cone 52 and second single axis pin otic placode 14 including second panel 51, second, is equipped in second panel 51
Second climbs cone 52, and the top of second panel 51 is equipped with second single axis pin otic placode 14.
Attached wall flow of installation：Pre-buried bracket embedded part 3 and horizontal diagonal brace embedded part 5, weld main girder steel 1, and horizontal diagonal brace 4 is pacified
Dress, has beaten axis pin, brave behind embedded part end, installs attached wall frame, installs attached wall pull rod 7.
Using the novel airfoil attached wall of such form, it is only necessary to pre-buried three embedded parts, two horizontal diagonal braces 4 and a master
Girder steel 1 can meet the stabilization of attached wall system, this three transports to scene again after can processing, directly assembled at the scene,
The welding at scene is only the welding at intermediate bracket position and the rear welding of two diagonal brace otic placodes, greatly improves efficiency and saving
Steel materials, substantially increase economic benefit, the form of this attached wall arrangement is exactly brief generous and safe to the feeling of people.
In summary：The utility model tower crane aerofoil profile attached wall structure, it is only necessary to pre-buried three embedded parts, two horizontal diagonal braces 4
And a main girder steel 1 can meet the stabilization of attached wall system, this three transports to scene again after can processing, at the scene directly
Assembly, live welding is only the welding at intermediate bracket position and the rear welding of two diagonal brace otic placodes, using this attached wall
Form saves large quantities of while can not only optimizing the stress of attached wall structure significantly, but also can greatly improve live efficiency
Steel materials, bring great economic benefit.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
1. a kind of novel tower airfoil type attached wall structure, including main girder steel（1）, main girder steel bracket（2）, bracket embedded part（3）, it is horizontal tiltedly
Support（4）With horizontal diagonal brace embedded part（5）, it is characterised in that：The main girder steel（1）Including the main limb of main girder steel（11）, double pin axle otic placode
（12）, first single axis pin otic placode（13）With second single axis pin otic placode（14）, the main main limb of girder steel（11）On be equidistantly provided with
First stiffener plate（111）, the main main limb of girder steel（11）Middle part be provided with lower pasting board（112）, the lower pasting board（112）On
It is provided with main girder steel bracket（2）, the main girder steel bracket（2）On be provided with bracket embedded part（3）, the bracket embedded part（3）Including
First panel（31）Cone is climbed with first（32）, the first panel（31）On be equipped with first and climb cone（32）, the main girder steel master
Limb（11）One end at the top of be provided with double pin axle otic placode（12）, the main main limb of girder steel（11）One end pass through double pin axle otic placode
（12）Connect attached wall pull rod（7）, the attached wall pull rod（7）Including the 5th otic placode（71）, the second hush panel（72）, welding pipe
（73）, rectangular gusset（74）With triangle gusset（75）, the welding pipe（73）Both ends be mounted on the second hush panel（72）,
Second hush panel（72）Pass through adjustable bolt（8）With the 5th otic placode（71）Connection, the 5th otic placode（71）Upper setting
There is rectangular gusset（74）With triangle gusset（75）, the adjustable bolt（8）Including screw rod（81）, nut（82）And annulus
（83）, the screw rod（81）On be arranged with nut（82）And annulus（83）, the nut（82）Positioned at annulus（83）
Inside, the double pin axle otic placode（12）Including the first otic placode（121）, the first gusset（122）, the second gusset（123）And third
Gusset（124）, first otic placode（121）On be provided with the first gusset（122）, the second gusset（123）With third gusset
（124）, the main main limb of girder steel（11）Far from double pin axle otic placode（12）One end at the top of be provided with first single axis pin otic placode（13）,
The main limb of main girder steel（11）Far from double pin axle otic placode（12）One end bottom be provided with second single axis pin otic placode（14）, described
Two single axis pin otic placodes（14）Including third otic placode（141）With third stiffener plate（142）, the third otic placode（141）Upper setting
There is third stiffener plate（142）, the main main limb of girder steel（11）Both ends bottom pass through second single axis pin otic placode（14）Connection
Horizontal diagonal brace（4）, the horizontal diagonal brace（4）Including the 4th otic placode（41）, the first hush panel（42）, H profile steel（43）, otic placode sealing
Plate（44）, otic placode gusset（45）, the 4th stiffener plate（46）And pasting board（47）, the H profile steel（43）On be equidistantly arranged with
Four stiffener plates（46）, the H profile steel（43）It is equipped with pasting board（47）, the H profile steel（43）Both ends be both provided with the first envelope
Oralia（42）, first hush panel（42）Side be equipped with the 4th otic placode（41）, the 4th otic placode（41）It is equipped with otic placode
Gusset（45）, the 4th otic placode（41）On be additionally provided with otic placode hush panel（44）, the horizontal diagonal brace（4）One end be connected with water
Flat diagonal brace embedded part（5）, the horizontal diagonal brace embedded part（5）Including second panel（51）, second climb cone（52）With second single axis pin ear
Plate（14）, the second panel（51）On be equipped with second and climb cone（52）, the second panel（51）Top be equipped with second
Single axis pin otic placode（14）.
2. a kind of novel tower airfoil type attached wall structure according to claim 1, it is characterised in that：The main limb of main girder steel
（11）With the first stiffener plate（111）Welding is all made of twin fillet wolt, and weldering is high to be no less than 10mm.
3. a kind of novel tower airfoil type attached wall structure according to claim 1, it is characterised in that：Described first single axis pin ear
Plate（13）Including the second otic placode（131）With the second stiffener plate（132）, second otic placode（131）On be provided with the second reinforcement
Gusset（132）.
4. a kind of novel tower airfoil type attached wall structure according to claim 1, it is characterised in that：The double pin axle otic placode
（12）, first single axis pin otic placode（13）With second single axis pin otic placode（14）On offer pin shaft hole（6）, the pin shaft hole（6）
On axis pin is installed（61）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721782762.7U CN207618921U (en) | 2017-12-19 | 2017-12-19 | A kind of novel tower airfoil type attached wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721782762.7U CN207618921U (en) | 2017-12-19 | 2017-12-19 | A kind of novel tower airfoil type attached wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207618921U true CN207618921U (en) | 2018-07-17 |
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ID=62821607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721782762.7U Active CN207618921U (en) | 2017-12-19 | 2017-12-19 | A kind of novel tower airfoil type attached wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207618921U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109928307A (en) * | 2017-12-19 | 2019-06-25 | 广东庞源工程机械有限公司 | A kind of novel tower airfoil type attached wall structure |
-
2017
- 2017-12-19 CN CN201721782762.7U patent/CN207618921U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109928307A (en) * | 2017-12-19 | 2019-06-25 | 广东庞源工程机械有限公司 | A kind of novel tower airfoil type attached wall structure |
| CN109928307B (en) * | 2017-12-19 | 2023-11-10 | 广东庞源工程机械有限公司 | Novel tower wing type wall-attached structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 510000 Room 1130, 11th Floor, Traffic Building, 95 Yingbin Avenue, Xinhua Street, Huadu District, Guangzhou City, Guangdong Province Patentee after: Guangdong Pang Yuan construction machinery and equipment Co., Ltd Address before: 510635 Unit 212, Second Floor, Comprehensive Building of Science and Technology Innovation Base, No. 80 Lanyue Road, Science City, Tianhe District, Guangzhou City, Guangdong Province Patentee before: Guangdong Pang Yuan construction machinery and equipment Co., Ltd |
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| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: Room 109-12, Building 3, 43 Yingbin Avenue West, Huadu District, Guangzhou City, Guangdong 510000 Patentee after: Guangdong Pang Yuan construction machinery and equipment Co., Ltd Address before: 510000 Room 1130, 11th Floor, Traffic Building, 95 Yingbin Avenue, Xinhua Street, Huadu District, Guangzhou City, Guangdong Province Patentee before: Guangdong Pang Yuan construction machinery and equipment Co., Ltd |