CN205677081U - The delay of a kind of Super High steel frame core wall structure semi-girder truss connects equipment - Google Patents
The delay of a kind of Super High steel frame core wall structure semi-girder truss connects equipment Download PDFInfo
- Publication number
- CN205677081U CN205677081U CN201620479827.XU CN201620479827U CN205677081U CN 205677081 U CN205677081 U CN 205677081U CN 201620479827 U CN201620479827 U CN 201620479827U CN 205677081 U CN205677081 U CN 205677081U
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- CN
- China
- Prior art keywords
- linking arm
- chord member
- box
- delay
- strength bolt
- 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.)
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Abstract
The delay that the utility model discloses a kind of Super High steel frame core wall structure semi-girder truss connects equipment, including connector and fixed frame, described fixed frame be internally provided with box-shaped chord member, described box-shaped chord member be provided above fixing linking arm, described expansion link be arranged above the second Telescopic Fixed nut, described second Telescopic Fixed nut be arranged above the first Telescopic Fixed nut, the left side of described box-shaped chord member is provided with the firm post of housing, the right side of described box-shaped chord member is provided with high-strength bolt temporary connecting device, the upper and lower of described high-strength bolt temporary connecting device is provided with pad.This utility model is provided with eight stress detection points, each link position on device can be carried out stress judgement, thus be adjusted device according to stressing conditions.
Description
Technical field
This utility model relates to postponing to connect equipment technical field, is specially a kind of Super High steel frame-concrete wall structure
The delay of semi-girder truss connects equipment.
Background technology
Frame structure refers to be connect to be connected with steel by beam and column form, and constitutes the structure of bearing system, i.e. by beam and column group
Framework is become jointly to resist the horizontal loading and vertical load occurred during use.The house wall not load-bearing of frame structure, only
Play and go along with sb. to guard him and compartmentation, typically with prefabricated air entrained concrete, expanded perlite, hollow brick or porous brick, Pumex, trematodiasis
The light weight board such as stone, haydite is built by laying bricks or stones or is assembled.
The appearance of Super High steel frame substantially increases stability and the service life of building, but the current stage is super
There is many weak points in Tall Frameworks, such as, it is impossible to counter stress accurately judges, it is impossible to carries out junction point quickly
The most fixing, it is impossible to control its stability.
Utility model content
The purpose of this utility model is that the delay providing a kind of Super High steel frame-concrete wall structure semi-girder truss connects
Equipment, with solve in above-mentioned background technology propose cannot accurately judge by counter stress, it is impossible to junction point is carried out quick from
Dynamic fixing, it is impossible to the problem controlling its stability.
For achieving the above object, the following technical equipment of this utility model offer: a kind of Super High steel frame-concrete wall structure
The delay of semi-girder truss connects equipment, including connector and fixed frame, described fixed frame be internally provided with box-shaped chord member,
It is provided with fixing linking arm on described box-shaped chord member, described fixing linking arm is provided with support bar, described fixing linking arm
The left and right sides be provided with diagonal web member, and diagonal web member is connected by high-strength bolt with fixing linking arm, and described connector is arranged on
Between diagonal web member and fixing linking arm, the internally installed of described high-strength bolt has hydraulic means, and the top of described hydraulic means sets
Be equipped with expansion link, described expansion link be arranged above the second Telescopic Fixed nut, the top of described second Telescopic Fixed nut
Being provided with the first Telescopic Fixed nut, the left side of described box-shaped chord member is provided with the firm post of housing, the right side peace of described box-shaped chord member
Equipped with high-strength bolt temporary connecting device, the upper and lower of described high-strength bolt temporary connecting device is provided with pad.
Preferably, described diagonal web member is cylindrical structural.
Preferably, described stress trajectory point is provided with eight altogether, and eight stress trajectory points be separately mounted to box-shaped chord member,
On fixing linking arm and diagonal web member.
Preferably, described high-strength bolt is provided with four altogether, and four high-strength bolts are separately mounted to the left and right of diagonal web member
Both sides.
Compared with prior art, the beneficial effects of the utility model are: this one Super High steel frame-concrete wall structure is stretched
It is provided with eight stress detection points on the delay connection equipment of arm truss, each link position on device can be carried out stress
Judge, thus according to stressing conditions, device be adjusted, the high-strength bolt of device be internally provided with hydraulic means, can control
System first nut and second that stretches stretches the flexible of nut, thus quickly connector is carried out installing/dismounting by it, facilitates
Fast, the upper and lower chord member at semi-girder truss two ends, diagonal web member, close to Core Walls Structure and the position of outside framework, arrange that deformation and stress are visited
Measuring point measuring point, controls exterior frame column and Core Walls Structure vertical deformation and the stability of stress by deformation and internal force.
Accompanying drawing explanation
Fig. 1 is the diagonal web member postponing connection equipment of this practical a kind of Super High steel frame-concrete wall structure semi-girder truss
Structural representation with the delay connected mode of chord member；
Fig. 2 is the housing steel postponing connection equipment of this practical a kind of Super High steel frame-concrete wall structure semi-girder truss
The structural representation of the delay connected mode of post and chord member；
Fig. 3 is the high-strength spiral shell postponing connection equipment of this practical a kind of Super High steel frame-concrete wall structure semi-girder truss
The internal structure schematic diagram of bolt.
In figure: 1-diagonal web member；2-stress trajectory point；3-high-strength bolt；4-connector；5-fixes linking arm；6-fixed frame
Frame；7-box-shaped chord member；8-support bar；The firm post of 9-housing；10-pad；11-high-strength bolt temporary connecting device；12-first stretches
The fixing nut of contracting；The Telescopic Fixed nut of 13-second；14-expansion link；15-hydraulic means.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical equipment in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Refer to Fig. 1-3, a kind of embodiment that this utility model provides: a kind of Super High steel frame-concrete wall structure is stretched
The delay of arm truss connects equipment, including connector 4 and fixed frame 6, fixed frame 6 be internally provided with box-shaped chord member 7, case
It is provided with fixing linking arm 5 on shape chord member 7, fixing linking arm 5 is provided with support bar 8, the left and right sides of fixing linking arm 5
Be provided with diagonal web member 1, and diagonal web member 1 be connected by high-strength bolt 3 with fixing linking arm 5, connector 4 be arranged on diagonal web member 1 with
Between fixing linking arm 5, the internally installed of high-strength bolt 3 has hydraulic means 15, hydraulic means 15 be provided above expansion link
14, expansion link 14 be arranged above the second Telescopic Fixed nut 13, the second Telescopic Fixed nut 13 be arranged above first
Telescopic Fixed nut 12, the left side of box-shaped chord member 7 is provided with the firm post of housing 9, and the right side of box-shaped chord member 7 is provided with high-strength bolt and faces
Time attachment means 11, the upper and lower of high-strength bolt temporary connecting device 11 is provided with pad 10, and diagonal web member 1 is cylindrical knot
Structure, stress trajectory point 2 is provided with eight altogether, and eight stress trajectory points 2 are separately mounted to box-shaped chord member 7, fixing linking arm 5 and
On diagonal web member 1, high-strength bolt 3 is provided with four altogether, and four high-strength bolts 3 are separately mounted to the left and right sides of diagonal web member 1.
Operation principle；This equipment in use, controls expansion link 14 by the hydraulic means 15 in high-strength bolt 3 and stretches,
Thus control the second Telescopic Fixed nut 13 and the first Telescopic Fixed nut 12 stretches, thus control fixing linking arm 5 and oblique abdomen
Bar 1 connects, and is detected the stress in device by stress trajectory point 2, is faced temporary fixing rack by pad 10
Time welding, and fixed by high-strength bolt temporary connecting device 11.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, it is possible to realize this practicality in other specific forms new
Type.Therefore, no matter from the point of view of which point, all should regard embodiment as exemplary, and be nonrestrictive, this practicality is new
The scope of type is limited by claims rather than described above, it is intended that by the containing of equivalency in claim that fall
All changes in justice and scope are included in this utility model.Should not be considered as any reference in claim limiting
Involved claim.
Claims (4)
1. the delay of Super High steel frame-concrete wall structure semi-girder truss connects an equipment, including connector (4) and fixed frame
Frame (6), it is characterised in that: described fixed frame (6) be internally provided with box-shaped chord member (7), described box-shaped chord member (7) sets
It is equipped with fixing linking arm (5), described fixing linking arm (5) is provided with support bar (8), the left and right of described fixing linking arm (5)
Both sides are provided with diagonal web member (1), and diagonal web member (1) is connected by high-strength bolt (3) with fixing linking arm (5), described connector
(4) being arranged between diagonal web member (1) and fixing linking arm (5), the internally installed of described high-strength bolt (3) has hydraulic means
(15), described hydraulic means (15) be provided above expansion link (14), being arranged above of described expansion link (14) second is stretched
The fixing nut (13) of contracting, described second Telescopic Fixed nut (13) be arranged above the first Telescopic Fixed nut (12), described
The left side of box-shaped chord member (7) is provided with the firm post of housing (9), and the right side of described box-shaped chord member (7) is provided with high-strength bolt and connects temporarily
Connection device (11), the upper and lower of described high-strength bolt temporary connecting device (11) is provided with pad (10).
The delay of a kind of Super High steel frame-concrete wall structure semi-girder truss the most according to claim 1 connects equipment, its
It is characterised by: described diagonal web member (1) is cylindrical structural.
The delay of a kind of Super High steel frame-concrete wall structure semi-girder truss the most according to claim 1 connects equipment, its
It is characterised by: also include that stress trajectory point (2), described stress trajectory point (2) are provided with eight altogether, and eight stress trajectory points
(2) it is separately mounted on box-shaped chord member (7), fixing linking arm (5) and diagonal web member (1).
The delay of a kind of Super High steel frame-concrete wall structure semi-girder truss the most according to claim 1 connects equipment, its
It is characterised by: described high-strength bolt (3) is provided with four altogether, and four high-strength bolts (3) are separately mounted to a left side for diagonal web member (1)
Right both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620479827.XU CN205677081U (en) | 2016-05-24 | 2016-05-24 | The delay of a kind of Super High steel frame core wall structure semi-girder truss connects equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620479827.XU CN205677081U (en) | 2016-05-24 | 2016-05-24 | The delay of a kind of Super High steel frame core wall structure semi-girder truss connects equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205677081U true CN205677081U (en) | 2016-11-09 |
Family
ID=57435741
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620479827.XU Expired - Fee Related CN205677081U (en) | 2016-05-24 | 2016-05-24 | The delay of a kind of Super High steel frame core wall structure semi-girder truss connects equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205677081U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081243A (en) * | 2020-08-05 | 2020-12-15 | 上海建工集团股份有限公司 | Outrigger truss structure |
| CN112081244A (en) * | 2020-08-05 | 2020-12-15 | 上海建工集团股份有限公司 | Construction method of outrigger truss structure |
-
2016
- 2016-05-24 CN CN201620479827.XU patent/CN205677081U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112081243A (en) * | 2020-08-05 | 2020-12-15 | 上海建工集团股份有限公司 | Outrigger truss structure |
| CN112081244A (en) * | 2020-08-05 | 2020-12-15 | 上海建工集团股份有限公司 | Construction method of outrigger truss structure |
| CN112081244B (en) * | 2020-08-05 | 2021-12-28 | 上海建工集团股份有限公司 | Construction method of outrigger truss structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161109 Termination date: 20170524 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |