CN202925905U - Tower crane arrangement structure for large-scale stadium - Google Patents
Tower crane arrangement structure for large-scale stadium Download PDFInfo
- Publication number
- CN202925905U CN202925905U CN 201220583820 CN201220583820U CN202925905U CN 202925905 U CN202925905 U CN 202925905U CN 201220583820 CN201220583820 CN 201220583820 CN 201220583820 U CN201220583820 U CN 201220583820U CN 202925905 U CN202925905 U CN 202925905U
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- Prior art keywords
- tower crane
- stadium
- bearing table
- steel plate
- utility
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- Expired - Fee Related
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Abstract
The utility model discloses a tower crane arrangement structure for a large-scale stadium. A tower crane is arranged along the inner circle of the stadium; a tower crane base of the tower crane is combined with a structural bottom plate to form a bearing table of the tower crane; a plurality of tower crane ground bolts is pre-buried in the middle of the tower crane base; and a circle of steel plate waterstops is pre-buried at the periphery of the bearing table. The structure improves the tower crane coverage range and reduces the tower crane use quantity through arranging the tower crane along the inner circle of the stadium; the tower crane base is combined with the structural bottom plate to form the bearing table of the tower crane, so that the upper layer structure of the tower crane is supported; a pile foundation at the lower part of the structural bottom plate is used as a force holding pile, so that the structure is stable; and the steel plate waterstops are pre-buried at the periphery of the bearing table, so that water can be effectively prevented, the project quality is high, and the capital consumption is low.
Description
Technical field
The utility model relates to the tower crane construction in engineering construction, especially a kind of large-scale stadium tower crane arrangement.
Background technology
Traditional stadiums tower crane arrangement is that tower crane is arranged in stadium surrounding outer shroud, and as shown in Figure 1,4 surrounding outer shroud 40 construction tower crane pedestals, install tower crane 41 structures in the stadium.The tower crane that this method is used is more, the tower crane coverage is little, the construction plant disperses, and the many places reinforcing bar is set stack the processing facilities such as processing space and carpenter's processing space, and processing space is many and fall apart, interim water power line guy is longer, especially for large-scale stadiums tower crane construction, input cost is larger, and the construction period is longer, and also to remove the tower crane pedestal after the tower crane use, wasted a lot of man power and materials.
The utility model content
Technical problem to be solved in the utility model is to provide the large-scale stadium tower crane arrangement that a kind of processing space is concentrated, tower crane uses less, the tower crane coverage is large.
For realizing above-mentioned technique effect, the utility model discloses a kind of large-scale stadium tower crane arrangement, tower crane is along the interior ring setting in stadium, the tower crane pedestal of described tower crane is combined with structure base slab, form the cushion cap of described tower crane, the middle part of described tower crane pedestal is embedded with plural tower crane anchor bolt, and the perimembranous of described cushion cap is embedded with a circle steel plate water stopper.
The utility model further improves and is, the middle part of described tower crane anchor bolt is provided with sealing piece.
The utility model further improves and is, described steel plate water stopper is arranged at the described cushion cap 500mm of distance place.
The utility model is owing to having adopted above technical scheme, make it have following beneficial effect: by putting tower crane along being periphery in the stadium, to improve the coverage of tower crane, reduced the usage quantity of tower crane, the tower crane pedestal is combined with structure base slab, form the cushion cap of tower crane, support tower hangs on a layer structure, and the pile foundation of utilizing the structure base slab bottom is as holding the power stake, Stability Analysis of Structures, and at the perimembranous pre-embedded steel slab waterstop of cushion cap, effective waterproof, workmanship is high and capital consumption is low.
Description of drawings
Fig. 1 is the schematic diagram of traditional large-scale stadium tower crane deployment scenarios.
Fig. 2 is the schematic diagram of the utility model large-scale stadium tower crane deployment scenarios.
Fig. 3 is the structural representation of the utility model large-scale stadium tower crane arrangement.
Fig. 4 is the cross-sectional view of Fig. 3.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Consult shown in Figure 2, the topmost characteristics of large-scale stadium tower crane arrangement of the present utility model be tower crane 1 along the stadium 2 interior ring 20 arrange, outer shroud than tower crane along the stadium is arranged, improved the coverage of tower crane, greatly reduced the usage quantity of tower crane, reduced engineering cost, be arranged in the interior ring 20 in stadium 2 due to tower crane 1, reinforcing bar is stacked the processing facilities such as processing space and carpenter's processing space and is concentrated, need not divide many places to arrange, interim water power line guy is also easy a lot, is conducive to shorten the construction period, improves efficiency of construction.Coordinate Fig. 3 and shown in Figure 4, tower crane pedestal 101 and structure base slab 102 combinations of tower crane 1, form the cushion cap 10 of tower crane 1, support the superstructure of tower crane, utilize the pile foundation of structure base slab 102 bottoms as holding the power stake, support the superstructure of tower crane 1, not be used in ground and again build the tower crane pedestal, and after completing, tower crane construction removes again the tower crane pedestal, easy construction.Be embedded with plural tower crane anchor bolt 11 at the middle part of tower crane pedestal 101, in order to connect the superstructure of tower crane, the middle part of tower crane anchor bolt 11 is provided with sealing piece 110, be embedded with a circle steel plate water stopper 12 apart from cushion cap 500mm place, during construction at the interior constuction joint that arranges of structure base slab 102 at distance cushion cap 500mm place, and steel plate water stopper 12 is set in this constuction joint, to reach the waterproof of cushion cap 10 perimembranous.Reduce the passage ground level that interior place is led in the stadium, transported out interior place after facilitating tower crane to remove.The local engineering (≤5%) that tower crane 1 does not cover the position adopts truck mounted loop wheel machine coordinative construction.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make the many variations example to the utility model according to the above description.Thereby some details in embodiment should not consist of restriction of the present utility model, and the scope that the utility model will define with appended claims is as protection domain of the present utility model.
Claims (3)
1. large-scale stadium tower crane arrangement, it is characterized in that: tower crane is along the interior ring setting in stadium, the tower crane pedestal of described tower crane is combined with structure base slab, form the cushion cap of described tower crane, the middle part of described tower crane pedestal is embedded with plural tower crane anchor bolt, and the perimembranous of described cushion cap is embedded with a circle steel plate water stopper.
2. tower crane arrangement as claimed in claim 1, it is characterized in that: the middle part of described tower crane anchor bolt is provided with sealing piece.
3. tower crane arrangement as claimed in claim 1 is characterized in that: described steel plate water stopper is arranged at the described cushion cap 500mm of distance place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220583820 CN202925905U (en) | 2012-11-07 | 2012-11-07 | Tower crane arrangement structure for large-scale stadium |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220583820 CN202925905U (en) | 2012-11-07 | 2012-11-07 | Tower crane arrangement structure for large-scale stadium |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202925905U true CN202925905U (en) | 2013-05-08 |
Family
ID=48215879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220583820 Expired - Fee Related CN202925905U (en) | 2012-11-07 | 2012-11-07 | Tower crane arrangement structure for large-scale stadium |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202925905U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510537A (en) * | 2013-09-06 | 2014-01-15 | 成都建工工程总承包有限责任公司 | Construction method combining tower crane foundation and building basement floor |
-
2012
- 2012-11-07 CN CN 201220583820 patent/CN202925905U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510537A (en) * | 2013-09-06 | 2014-01-15 | 成都建工工程总承包有限责任公司 | Construction method combining tower crane foundation and building basement floor |
| CN103510537B (en) * | 2013-09-06 | 2015-09-30 | 成都建工工程总承包有限责任公司 | The construction method that tower crane foundation is combined with building basement base plate |
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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: 20130508 Termination date: 20201107 |