CN205275069U - Tower crane attaches wall connection structure - Google Patents
Tower crane attaches wall connection structure Download PDFInfo
- Publication number
- CN205275069U CN205275069U CN201620050877.6U CN201620050877U CN205275069U CN 205275069 U CN205275069 U CN 205275069U CN 201620050877 U CN201620050877 U CN 201620050877U CN 205275069 U CN205275069 U CN 205275069U
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- CN
- China
- Prior art keywords
- railing
- frame
- tower crane
- attached wall
- adjustable plate
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Abstract
The utility model discloses a tower crane attaches wall connection structure, including attaching the wall member, attaches the frame that encloses on the one end fixedly connected with concrete column of wall member, attach the other end of wall member and the body of the tower fixed connection of tower crane, it is provided with the regulating plate on the frame to enclose, the regulating plate with enclose frame fixed connection, set up a plurality of and regulating plate screw -thread fit's regulation member, each on the regulating plate adjust the member run through behind the regulating plate with the concrete column butt, reached the effect of strengthening enclosing fastness fixed between frame and the concrete column, avoid enclosing the frame and produce unstable rocking, make attach that the wall member reaches attach wall effect preferred.
Description
Technical field
The utility model relates to technical field of building construction, and more specifically, it relates to a kind of tower crane attached wall and connects structure.
Background technology
The design of wall attaching structure of tower crane lifting machine (hereinafter referred to as tower crane), mainly when tower crane exceedes free height, highly all can arrange wall attaching rod every one section tower crane is connected with flooring, it it is link necessary in Highrise buildings mechanized construction process, reasonably design the important guarantee that attached wall structure is high tower safe operation, existing tower crane wall attaching rod, the relevant regulations of attachment device of tower crane in test evaluation code is installed: should not adopt, between attachment bar and dirt settling, the form being welded to connect according to building tower hoist, the mode that is articulated and connected of bolt or bearing pin should be adopted, traditional tower crane attachment be articulated and connected structure often there will be in the construction process of reality to attachment pole length have area requirement, its adjustable scope is less, if running into the attachment of overlength distance, the problem that attachment bar can not use, it is in one section of Chinese patent document of " 201120456561.4 " at number of patent application, describe a kind of tower crane overlength distance wall-attaching equipment, comprise tower crane and enclose frame, concrete column encloses frame, it is connected to two union levers enclosing between frame, tower crane encloses frame and is provided with hinged plate, concrete column encloses and is provided with hinged plate on frame, the two ends of union lever are respectively equipped with adjustable rod, two pull bars are connected with two hinged plates by bearing pin respectively, frame is enclosed by being provided with on tower crane, concrete column is provided with and encloses frame, improve the intensity of connection, the length of union lever can be extended, it is thus possible to realize the overlength distance attached wall of tower crane, doing so avoids the construction affecting annex, the sphere of action of expansion tower crane, reduce construction cost.
But, above-mentioned this kind of tower crane attachment connects structure and existing most of tower crane attachment connects structure in use, owing to the size of concrete column is different, to enclose frame is installed on concrete column, enclose and between frame and concrete column, can there is certain interval, causing the frame that encloses being arranged on concrete column easily to rock, thus it is mobile that attachment bar is also produced, the attached wall effect reached is poor.
Practical novel content
For the deficiency that prior art exists, the purpose of this utility model is to provide a kind of strengthening to enclose stability fixing between frame and coagulation earth pillar, avoid enclosing frame and produce unstable rocking, make the attached wall effect preferably tower crane attached wall connection structure that attached wall rod member reaches.
For achieving the above object, the utility model provides following technical scheme: a kind of tower crane attached wall connects structure, comprise attached wall rod member, one end of described attached wall rod member is fixedly connected with encloses frame on coagulation earth pillar, the other end of described attached wall rod member is fixedly connected with the tower body of tower crane, described enclosing is provided with adjustable plate on frame, frame is fixedly connected with described adjustable plate with enclosing, described adjustable plate arranges some adjustment rod members with adjustable plate thread fit, each described adjustment rod member run through adjustable plate after with coagulation earth pillar to connecing.
By adopting technique scheme, rotation adjusting lever part, make one end of adjustment rod member and coagulation earth pillar to connecing, regulate and it is threaded between rod member and adjustable plate, thus fix and enclose frame and coagulation earth pillar, compared with prior art, strengthen and enclose stability fixing between frame and coagulation earth pillar, avoiding enclosing frame and produce unstable rocking, the attached wall effect that attached wall rod member is reached is better.
Further, each described adjustment rod member is provided with the grip part facilitating staff's rotation adjusting lever part.
By adopting technique scheme, grip part facilitates staff to hold to hold, more time saving and energy saving when regulating, and has hommization.
Further, described adjustable plate is provided with the first intensive aspect enclosing frame be connected with adjustable plate for reinforcing.
By adopting technique scheme, the first intensive aspect is the first stiffening web, and the first stiffening web increases adjustable plate and the connection area enclosing frame, thus strengthens adjustable plate and the stability enclosed frame and be connected, and adjustable plate is not easily separated frame from enclosing.
Further, described in enclose frame and comprise first railing and three head and the tail are connected to the 2nd U-shaped railing, described first railing can be dismantled with the 2nd railing and be fixedly connected with.
By adopting technique scheme, the first railing can be dismantled with the 2nd railing and be fixedly connected with, and conveniently encloses frame and disassembles or install from coagulation earth pillar, and what disassemble encloses the recyclable recycling of frame, economizes on resources.
Further, described first railing is provided with the mounting block running through first railing one end, described mounting block is connected with the end thread of the 2nd railing after the first railing.
By adopting technique scheme, mounting block is connected with the end thread of the 2nd railing after the first railing, and the Method compare being threaded firmly and is stablized, and the first railing and the 2nd railing not easily produce to depart from.
Further, the end of described 2nd railing has extended to form extension portion on the direction parallel with the first railing, and the end of described extension portion and the first railing is to connecing.
By adopting technique scheme, extension portion adds the first railing and the contact area of the 2nd railing, when not destroying the structural strength of the 2nd railing, facilitates mounting block and the first railing and the 2nd railing are fixed connection.
Further, described extension portion is provided with the 2nd intensive aspect for reinforcing extension portion and the 2nd railing.
By adopting technique scheme, 2nd intensive aspect is the 2nd stiffening web, and the 2nd stiffening web adds extension portion and the connection area of the 2nd railing, thus enhances the stability that extension portion is fixed on the 2nd railing, extension portion not easily damages, and substantially increases the structural strength of the 2nd railing.
In sum, the utility model has following useful effect: rotation adjusting lever part, make one end of adjustment rod member and coagulation earth pillar to connecing, regulate and it is threaded between rod member and adjustable plate, thus fix and enclose frame and coagulation earth pillar, compared with prior art, strengthen and enclose stability fixing between frame and coagulation earth pillar, avoid enclosing frame and produce unstable rocking, the attached wall effect that attached wall rod member is reached is better, each regulates and is provided with grip part on rod member, facilitate staff to hold to hold, regulate in more time saving and energy saving, more humane, first railing can be dismantled with the 2nd railing and be fixedly connected with, make to enclose frame more time saving and energy saving when dismounting, and be threaded to dismantle fixing Method compare firm, stable.
Accompanying drawing explanation
Fig. 1 is the structural representation one that tower crane attached wall connects structure;
Fig. 2 is A portion enlarged diagram in Fig. 1;
Fig. 3 is the structural representation two that tower crane attached wall connects structure.
In figure: 1, tower body; 2, coagulation earth pillar; 3, attached wall rod member; 4, adjustable plate; 5, rod member is regulated; 6, handwheel; 7, frame is enclosed; 701, the first railing; 702, the 2nd railing; 8, bolt; 9, extension portion; 10, the 2nd stiffening web; 11, the first stiffening web.
Embodiment
Below in conjunction with accompanying drawing, the utility model is further described.
As shown in figures 1 and 3, a kind of tower crane attached wall connects structure, comprise attached wall rod member 3, one end of attached wall rod member 3 is fixedly connected with the tower body 1 of tower crane, the other end is fixedly connected with the frame 7 that encloses on coagulation earth pillar 2, the mode being fixedly connected with has a lot, in the utility model, the mode that is preferably fixedly connected with is for welding, one end of attached wall rod member 3 and the tower body 1 of tower crane weld together, enclose and frame 7 is provided with adjustable plate 4, adjustable plate 4 is made up of the steel plate that thickness is thicker, adjustable plate 4 is fixedly connected with the side enclosing frame 7, the mode being fixedly connected with is preferably welding, make adjustable plate 4 and enclose frame 7 and compare and be firmly fixed together, adjustable plate 4 and coagulation earth pillar 2 are horizontally disposed with, adjustable plate 4 is provided with some the adjustment rod members 5 with adjustable plate 4 thread fit, regulate and the outer wall of rod member 5 is provided with outside screw, adjustable plate 4 is provided with some for regulate rod members 5 horizontal through threaded hole, threaded hole and adjustment rod member 5 thread fit, each regulate rod member 5 run through adjustable plate 4 by threaded hole after with coagulation earth pillar 2 to connecing, if when there is bigger gap between frame 7 in coagulation earth pillar 2 and enclosing, rotation adjusting lever part 5, make one end of adjustment rod member 5 and coagulation earth pillar 2 to connecing, regulate and it is threaded between rod member 5 and adjustable plate 4, thus fix and enclose frame 7 and coagulation earth pillar 2, compared with prior art, strengthen and enclose stability fixing between frame 7 and coagulation earth pillar 2, avoid enclosing frame 7 and produce unstable rocking, the attached wall effect that attached wall rod member 3 is reached is better.
As shown in figures 1 and 3, each regulates and is provided with, on rod member 5, the grip part facilitating staff's rotation adjusting lever part 5, in the utility model, grip part is preferably handwheel 6, handwheel 6 is fixedly connected with one end of rod member 5 with regulating, staff rotates handwheel 6, adjustment rod member 5 can near concrete post 2 with away from coagulation earth pillar 2 in threaded hole, convenient adjustment encloses the constant intensity of frame 7 with coagulation earth pillar 2, also the coagulation earth pillar 2 of different size it is applicable to, grip part facilitates staff to hold to hold, more time saving and energy saving, more humane when regulating.
As shown in figures 1 and 3, adjustable plate 4 is provided with the first intensive aspect enclosing frame 7 be connected with adjustable plate 4 for reinforcing, first intensive aspect is the first stiffening web 11, the one side of the first stiffening web 11 welds with adjustable plate 4, another side is welded with the side enclosing frame 7, increase adjustable plate 4 and the connection area enclosing frame 7 by the first stiffening web 11, thus strengthen adjustable plate 4 and the stability enclosed frame 7 and be connected, adjustable plate 4 is not easily separated frame 7 from enclosing.
As shown in figures 1 and 3, enclose frame 7 and comprise first railing 701 and three end to end 2nd railings 702, the shape of the first railing 701 and the 2nd railing 702 is all rectangular parallelepiped, 2nd railing 702 head and the tail are connected to U-shaped, first railing 701 can be dismantled with the 2nd railing 702 and be fixedly connected with, first railing 701 is provided with the mounting block running through the first railing 701 end straight down, mounting block is bolt 8, the upper end of two the 2nd vertical railings 702 has extended to form extension portion 9 on the direction parallel with the first railing 701, the end of extension portion 9 and the first railing 701 is to connecing, bolt 8 is threaded with the extension portion 9 on the 2nd railing 702 after the first railing 701, first railing 701 and extension portion 9 all offer for bolt 8 through and with the threaded hole of bolt 8 thread fit, by bolt 8, first railing 701 and other three the 2nd railings 702 are fixed together, during installation, only need to tighten bolt 8, just can be fixedly installed on coagulation earth pillar 2 by enclosing frame 7, to be onstructed complete, frame 7 will be enclosed when disassembling, only the first railing 701 need to be disassembled from the 2nd railing 702, it is about to enclose frame 7 disassemble, disassembly process is more time saving and energy saving, and the Method compare being threaded is firm, stable.
As shown in figures 1 and 3, extension portion 9 is provided with the 2nd intensive aspect for reinforcing extension portion 9 and the 2nd railing 702,2nd intensive aspect is the 2nd stiffening web 10, the one side of the 2nd stiffening web 10 welds with the lower surface in extension portion 9, another side is welded with the 2nd railing 702,2nd stiffening web 10 adds extension portion 9 and the connection area of the 2nd railing 702, thus enhance the stability that extension portion 9 is fixed on the 2nd railing 702, extension portion 9 not easily damages, and substantially increases the structural strength of the 2nd railing 702.
The above is only preferred implementation of the present utility model, and protection domain of the present utility model is also not only confined to above-described embodiment, and all technical schemes belonged under the utility model thinking all belong to protection domain of the present utility model. It is noted that for those skilled in the art, in the some improvements and modifications not departed under the utility model principle prerequisite, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (7)
1. a tower crane attached wall connects structure, comprise attached wall rod member, one end of described attached wall rod member is fixedly connected with encloses frame on coagulation earth pillar, the other end of described attached wall rod member is fixedly connected with the tower body of tower crane, its feature is being: described in enclose frame be provided with adjustable plate, frame is fixedly connected with described adjustable plate with enclosing, and described adjustable plate arranges some adjustment rod members with adjustable plate thread fit, each described adjustment rod member run through adjustable plate after with coagulation earth pillar to connecing.
2. tower crane attached wall according to claim 1 connects structure, it is characterised in that: each described adjustment rod member is provided with the grip part facilitating staff's rotation adjusting lever part.
3. tower crane attached wall according to claim 2 connects structure, it is characterised in that: described adjustable plate is provided with the first intensive aspect enclosing frame be connected with adjustable plate for reinforcing.
4. tower crane attached wall according to claim 3 connects structure, it is characterised in that: described in enclose frame and comprise first railing and three head and the tail are connected to the 2nd U-shaped railing, described first railing can be dismantled with the 2nd railing and be fixedly connected with.
5. tower crane attached wall according to claim 4 connects structure, it is characterised in that: being provided with the mounting block running through first railing one end on described first railing, described mounting block is connected with the end thread of the 2nd railing after the first railing.
6. tower crane attached wall according to claim 5 connects structure, it is characterised in that: the end of described 2nd railing has extended to form extension portion on the direction parallel with the first railing, and the end of described extension portion and the first railing is to connecing.
7. tower crane attached wall according to claim 6 connects structure, it is characterised in that: described extension portion is provided with the 2nd intensive aspect for reinforcing extension portion and the 2nd railing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620050877.6U CN205275069U (en) | 2016-01-19 | 2016-01-19 | Tower crane attaches wall connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620050877.6U CN205275069U (en) | 2016-01-19 | 2016-01-19 | Tower crane attaches wall connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205275069U true CN205275069U (en) | 2016-06-01 |
Family
ID=56059665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620050877.6U Expired - Fee Related CN205275069U (en) | 2016-01-19 | 2016-01-19 | Tower crane attaches wall connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205275069U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989372A (en) * | 2017-11-27 | 2018-05-04 | 中建三局集团有限公司 | A kind of casket shell type bracket device having enough to meet the need and its application method |
-
2016
- 2016-01-19 CN CN201620050877.6U patent/CN205275069U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989372A (en) * | 2017-11-27 | 2018-05-04 | 中建三局集团有限公司 | A kind of casket shell type bracket device having enough to meet the need and its application method |
| CN107989372B (en) * | 2017-11-27 | 2023-05-16 | 中建三局集团有限公司 | Box-sleeve bracket device capable of being turned over and application method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160601 Termination date: 20200119 |