CN202138969U - Tower crane wall-attaching device used in cast-in-place concrete structure - Google Patents
Tower crane wall-attaching device used in cast-in-place concrete structure Download PDFInfo
- Publication number
- CN202138969U CN202138969U CN201120254448U CN201120254448U CN202138969U CN 202138969 U CN202138969 U CN 202138969U CN 201120254448 U CN201120254448 U CN 201120254448U CN 201120254448 U CN201120254448 U CN 201120254448U CN 202138969 U CN202138969 U CN 202138969U
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- concrete structure
- tower crane
- otic placode
- attaching
- wall
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Abstract
The utility model discloses a tower crane wall-attaching device used in a cast-in-place concrete structure. The tower crane wall-attaching device is characterized in that the tower crane wall-attaching device comprises a pair of attaching hooping parts, a wall-attaching rod part and high-strength screws, wherein the attaching hooping parts are rectangular, round holes are arranged at two ends of either attaching hooping part, the attaching hooping parts are fixed on the concrete structure by mutual pulling of the high-strength screws, a lug plate is arranged in the middle part of the attaching hooping part at the outer side of the concrete structure, and a pin shaft opening is arranged on the lug plate; and the wall-attaching rod part is provided with a lug plate at either end, either lug plate is provided with a pin shaft opening, and the lug plates at two ends of the wall-attaching rod part are respectively connected with the lug plate on the attaching hooping part and a lug plate on the tower crane into a whole. The tower crane wall-attaching device used in the cast-in-place concrete structure has the advantages of simple operation, little investment, capability of recycling and the like.
Description
Technical field
The utility model relates to a kind of tower crane wall-attaching equipment that is used for cast-in-place concrete structure.
Background technology
Along with the continuous development of national economic development, being on the increase of construction of super highrise building project, adhesion tower-crane has played irreplaceable effect as the main vertical transportation machinery of high-lager building construction in construction operation.The wall-attaching equipment of tower crane is that the setting height(from bottom) and the stability of tall and big tower crane has played conclusive effect; And in the now a lot of camp site of China; Because the importance to wall-attaching equipment lacks correct and enough understanding, wall-attaching equipment breaks away from the requirement of codes and standards in installation, lack conscientious double check in the use again; Cause the appearance of accident potential, even great mechanical accident takes place.
The utility model content
The utility model technical matters to be solved provides a kind of tower crane wall-attaching equipment that is used for cast-in-place concrete structure; The problems referred to above have been solved; Be specially adapted to the demanding fair-faced concrete structure construction of impression quality, also be applicable to the superelevation layer cast-in-place concrete structure construction of labyrinth.
The utility model technical matters to be solved realizes through following technical scheme:
A kind of tower crane wall-attaching equipment that is used for cast-in-place concrete structure is characterized in that: comprise and adhere to anchor ear spare, attached wall rod member and high-strength screw rod; The described anchor ear spare that adheres to is a pair of, is oblong, and its two ends are provided with circular hole, draws mutually through high-strength screw rod to be fixed on the concrete structure, wherein leans on the anchor ear spare middle part of adhering in the concrete structure outside to be provided with otic placode, has the bearing pin perforate on the otic placode;
End, described attached wall rod member two ends is equipped with otic placode, has the bearing pin perforate on the otic placode, and the otic placode at attached wall rod member two ends is connected as a single entity with the otic placode and the otic placode on the tower crane that adhere on the anchor ear spare respectively through bearing pin.
Described attached wall rod member is welded into the lattice form by two channel-section steels with batten plate.
A said side of adhering to anchor ear spare attached wall is posted one deck rubber pad.
Said otic placode upper pin perforate back gauge otic placode edge is no less than 50mm.
The beneficial effect of the utility model:
The utility model tower crane wall-attaching equipment, attached wall rod member link to each other through bearing pin with adhering between anchor ear spare, connect reliably, have guaranteed the continuity of stressed system; The lattice form that the attached wall rod member adopts channel-section steel and batten plate to be welded into forms a firm integral body, can effectively guarantee stressed required intensity and rigidity, is connected to become tower crane and concrete structure the stressed system of a rigidity; Adhere to anchor ear spare and formed a stressed integral body, can reach concrete structure to the power that transmits from the attached wall rod member effectively, thereby guaranteed the stability and the rigidity of tower crane through high-strength screw rod and concrete structure.The utlity model has simple to operate, less investment, can have enough to meet the need advantages such as utilization.
Description of drawings
Fig. 1 is an anchor ear spare drawing;
Fig. 2 is an attached wall rod member section-drawing;
Fig. 3 is an attached wall Rod end detail drawing.
Among the figure, 1-adheres to anchor ear spare, the high-strength screw rod of 2-, and 3-adheres to anchor ear spare otic placode, 4-attached wall rod member, 5-attached wall rod member otic placode, the channel-section steel of 6-attached wall rod member, the batten plate of 7-attached wall rod member, 8-rubber pad
The specific embodiment
Below in conjunction with Figure of description the utility model is described further.
Shown in Fig. 1-3, a kind of tower crane wall-attaching equipment that is used for cast-in-place concrete structure is characterized in that: comprise and adhere to anchor ear spare 1, attached wall rod member 4 and high-strength screw rod 2; The described anchor ear spare 1 that adheres to is a pair of two; With the Q235 steel as oblong; Its two ends are provided with circular hole; Draw mutually through high-strength screw rod 2 to be fixed on the concrete structure, wherein lean on anchor ear spare 1 middle part of adhering in the concrete structure outside to be provided with and to adhere to anchor ear spare otic placode 3, have the bearing pin perforate on this otic placode; End, described attached wall rod member 4 two ends is provided with attached wall rod member otic placode 5, has the bearing pin perforate on this otic placode, is connected as a single entity with the otic placode and the otic placode on the tower crane that adhere on the anchor ear spare 1 respectively through bearing pin, to realize connecting the purpose of adhering to anchor ear spare 1 and tower crane; Described bearing pin is used to adhere to being connected between anchor ear spare 1 and 4 of attached wall rod members and attached wall rod member 4 and tower crane.
Described attached wall rod member 4 is welded into the lattice form by two channel-section steels, 6 usefulness batten plates 7.
A said side of adhering to anchor ear spare 1 attached wall is posted one deck rubber pad.
Said otic placode upper pin perforate back gauge otic placode edge is no less than 50mm.
Attached wall rod member 4 is winched to the desired location, the otic placode at two ends respectively with adhere to anchor ear spare 1 and link to each other with tower crane.
Specific practice is: the described anchor ear spare 1 that adheres to adopts the Q235 steel to do; Have four circular apertures on it; Adhere to a side of anchor ear spare 1 attached wall and post one deck rubber pad, play the protective effect to concrete finished product, two are adhered between the anchor ear spare 1 and link together through four high-strength screw rods 2; When adhering to according to the high-strength screw rod 2 of the size Selection respective length of embracing concrete column, with the anchor ear effect that realizes adhering to anchor ear spare 1; Described high-strength screw rod 2 is used for two and adheres to being connected of 1 of anchor ear spare and concrete structure column, and its model is got by corresponding Force Calculation result, and the double nut through tightening the screw rod end is to realize adhering to the leak-tight joint of anchor ear spare 1 and concrete structure; Described bearing pin is used to adhere to being connected of anchor ear spare 1 and 4 of attached wall rod members, and concrete size is decided by its shearing that receives size; Described attached wall rod member 4 is welded into the lattice form by the Q235 batten plate 7 of two channel-section steels, 6 usefulness 180 * 180 * 8; Batten plate 7 spacings are 1000mm; The channel-section steel model is decided by force analysis; The end otic placode of attached wall rod member 4 adopts the 18mm plate iron, and the latch perforate is decided by the bearing pin size, and back gauge otic placode edge, hole is no less than 50mm.
The practical implementation engineering is following:
To adhere to a side and the concrete structure column that anchor ear spare 1 posts rubber pad and be adjacent to, and from the circular aperture that adheres to anchor ear spare 1, pass high-strength screw rod 2, the double nut of tightening the screw rod end is to realize adhering to the leak-tight joint of anchor ear spare 1 and concrete structure; The attached wall rod member of having made 4 is winched to the desired location, the otic placode at two ends respectively with adhere to anchor ear spare 4 and link to each other with tower crane; The latch perforate that bearing pin inserts in the otic placode is also locked.
Claims (4)
1. a tower crane wall-attaching equipment that is used for cast-in-place concrete structure is characterized in that: comprise and adhere to anchor ear spare, attached wall rod member and high-strength screw rod; The described anchor ear spare that adheres to is a pair of, is oblong, and its two ends are provided with circular hole, draws mutually through high-strength screw rod to be fixed on the concrete structure, wherein leans on the anchor ear spare middle part of adhering in the concrete structure outside to be provided with otic placode, has the bearing pin perforate on the otic placode;
End, described attached wall rod member two ends is equipped with otic placode, has the bearing pin perforate on the otic placode, and the otic placode at attached wall rod member two ends is connected as a single entity with the otic placode and the otic placode on the tower crane that adhere on the anchor ear spare respectively through bearing pin.
2. the tower crane wall-attaching equipment that is used for cast-in-place concrete structure as claimed in claim 1 is characterized in that: described attached wall rod member is welded into the lattice form by two channel-section steels with batten plate.
3. the tower crane wall-attaching equipment that is used for cast-in-place concrete structure as claimed in claim 1 is characterized in that: a said side of adhering to anchor ear spare attached wall is posted one deck rubber pad.
4. the tower crane wall-attaching equipment that is used for cast-in-place concrete structure as claimed in claim 1 is characterized in that: said otic placode upper pin perforate back gauge otic placode edge is no less than 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120254448U CN202138969U (en) | 2011-07-19 | 2011-07-19 | Tower crane wall-attaching device used in cast-in-place concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120254448U CN202138969U (en) | 2011-07-19 | 2011-07-19 | Tower crane wall-attaching device used in cast-in-place concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202138969U true CN202138969U (en) | 2012-02-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120254448U Expired - Fee Related CN202138969U (en) | 2011-07-19 | 2011-07-19 | Tower crane wall-attaching device used in cast-in-place concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202138969U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103979437A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Tower crane wall attached member bar device |
| CN104261232A (en) * | 2014-08-14 | 2015-01-07 | 中国建筑第八工程局有限公司 | Lifting device attaching to special-shaped section and mounting method of lifting device |
| CN106395643A (en) * | 2016-08-29 | 2017-02-15 | 中天建设集团有限公司天津分公司 | High-rise building fabricated interlayer hoisting machine and construction method |
| CN110255403A (en) * | 2019-06-17 | 2019-09-20 | 广西建工集团第五建筑工程有限责任公司 | A kind of steel building can turnover type tower crane attached wall anchor and its installation method |
| CN113148866A (en) * | 2021-04-12 | 2021-07-23 | 中国十七冶集团有限公司 | Wall-attached hoop structure of tower crane with adjustable cross section and construction method of wall-attached hoop structure |
-
2011
- 2011-07-19 CN CN201120254448U patent/CN202138969U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103979437A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Tower crane wall attached member bar device |
| CN104261232A (en) * | 2014-08-14 | 2015-01-07 | 中国建筑第八工程局有限公司 | Lifting device attaching to special-shaped section and mounting method of lifting device |
| CN106193099A (en) * | 2014-08-14 | 2016-12-07 | 中国建筑第八工程局有限公司 | Lowering or hoisting gear adheres to the supporting construction on basis |
| CN106185543A (en) * | 2014-08-14 | 2016-12-07 | 中国建筑第八工程局有限公司 | In lowering or hoisting gear, attachment basis supports, with section, the construction method being connected |
| CN106193099B (en) * | 2014-08-14 | 2018-07-31 | 中国建筑第八工程局有限公司 | The support construction of attached base in lifting gear |
| CN106185543B (en) * | 2014-08-14 | 2018-07-31 | 中国建筑第八工程局有限公司 | The construction method of attached base and section support connection in lifting gear |
| CN106395643A (en) * | 2016-08-29 | 2017-02-15 | 中天建设集团有限公司天津分公司 | High-rise building fabricated interlayer hoisting machine and construction method |
| CN110255403A (en) * | 2019-06-17 | 2019-09-20 | 广西建工集团第五建筑工程有限责任公司 | A kind of steel building can turnover type tower crane attached wall anchor and its installation method |
| CN113148866A (en) * | 2021-04-12 | 2021-07-23 | 中国十七冶集团有限公司 | Wall-attached hoop structure of tower crane with adjustable cross section and construction method of wall-attached hoop structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120208 Termination date: 20130719 |