CN103498482A - Three-pile lattice type combined tower crane foundation structure - Google Patents
Three-pile lattice type combined tower crane foundation structure Download PDFInfo
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- CN103498482A CN103498482A CN201310462278.6A CN201310462278A CN103498482A CN 103498482 A CN103498482 A CN 103498482A CN 201310462278 A CN201310462278 A CN 201310462278A CN 103498482 A CN103498482 A CN 103498482A
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Abstract
The invention discloses a three-pile lattice type combined tower crane foundation structure which comprises three vertical cast-in-place piles, three vertical lattice type steel columns and a concrete bearing platform located on the lattice type steel columns. The lower ends of the three lattice type steel columns are anchored in the three cast-in-place piles respectively, the upper ends of the three lattice type steel columns are anchored in the concrete bearing platform, a vertical bridging and a horizontal connecting rod are fixedly arranged between any two lattice type steel columns, and a plurality of tower crane anchor pins extending upwards are anchored in the concrete bearing platform. The three-pile lattice type combined tower crane foundation structure is good in foundation stability, simple in structure, low in manufacturing cost and safe and reliable.
Description
Technical field
The present invention relates to building engineering field, be specifically related to a kind of three lattices combination tower-crane foundation structure.
Background technology
At present, along with developing rapidly of modern architecture industry, the continuous renewal of construction techniques, a large amount of uses of new material, increasing super large has appearred, the ultra-deep foundation pit engineering, in order to solve the vertical transport of this type of foundation ditch, four conventional Combined tower crane foundation structures need be set usually before soil excavation in foundation ditch, but sometimes the stake footpath of super highrise building is not only large but also close, and become the equilateral triangle construction, adjust arranging or increasing the tower crane stake often difficulty is very large of stake, in this case, just need to break through conventional, design a kind of novel tower crane mechanism.The present invention comes therefrom.
Summary of the invention
The present invention seeks to: for the problems referred to above, provide a kind of three lattices combination tower-crane foundation structure, its stability of foundation is good, and structure is relatively simple, and cost is lower, and safe and reliable.
Technical scheme of the present invention is: a kind of three lattices combination tower-crane foundation structure, it comprises three castinplace piles of vertically arranging, three laced of battened compression member of vertically arranging, an and concrete bearing platform that is positioned at described laced of battened compression member top, the lower end of described three laced of battened compression member anchors into respectively in described three castinplace piles, the upper end of described three laced of battened compression member all anchors in described concrete bearing platform, and all be fixedly installed the bridging of vertical layout and the connecting rod of horizontal arrangement between any two laced of battened compression member, in described concrete bearing platform, anchor is provided with several tower crane anchor pin protruded upward.
It is symmetrical that described three castinplace piles are equilateral triangle.
Be welded with junction plate on described laced of battened compression member, described bridging is weldingly fixed on described junction plate.
Be welded with backing plate on described junction plate, described connecting rod is weldingly fixed on described backing plate.
The upper end of described laced of battened compression member is welded with anchor bar, and described anchor bar integral body anchors in described concrete bearing platform.
Be welded with the support angle steel of being close to described concrete bearing platform bottom on described laced of battened compression member.
Described tower crane anchor pin has four, and these four tower crane anchor pin are the square symmetry distribution.
The center of gravity of the symmetrical centre of described four tower crane anchor pin, the symmetrical centre of described three laced of battened compression member and described concrete bearing platform is on same vertical curve.
Advantage of the present invention is:
1, these three lattice combination tower-crane foundation structure good stabilities, can take full advantage of conventional four triangle engineering piles that the Combined tower crane basis can't be used.
2, employing junction plate, backing plate have solved vertical bridging, waling stripe is connected with lattice column, have guaranteed the reliability connected and have improved whole apparent mass.
3, compare and saved steel using amount with four Combined tower crane foundation structures of routine, reduced engineering cost.
The accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the invention will be described further:
Three lattices that Fig. 1 provides for patent working example of the present invention combine the front view of tower-crane foundation structures.
Three lattices that Fig. 2 provides for patent working example of the present invention combine the top view of tower-crane foundation structures.
Three lattices that Fig. 3 provides for patent working example of the present invention combine the syndeton schematic diagram between bridging, connecting rod, backing plate and laced of battened compression member in tower-crane foundation structures.
Three lattices that Fig. 4 provides for patent working example of the present invention combine the structural representation of tower-crane foundation structure junction plates.
Wherein: 1-concrete bearing platform, 2-laced of battened compression member, 3-bridging, 4-connecting rod, 5-castinplace pile, 6-anchor bar, 7-junction plate, 8-backing plate, 9-tower crane anchor pin, 10-support angle steel.
The specific embodiment
Shown in Fig. 1, disclosed this three lattices combination tower-crane foundation structure of the present embodiment, comprise three castinplace piles of vertically arranging 5, three laced of battened compression member 2 of vertically arranging and concrete bearing platforms 1 that are positioned at described laced of battened compression member top.Wherein, three castinplace pile 5 distributions triangular in shape not on same straight line, concrete bearing platform 1 is roughly triangular in shape, and in concrete bearing platform 1, anchor is provided with several tower crane anchor pin 9 protruded upward, for fixing tower crane.
The lower end of described three laced of battened compression member 2 anchors into respectively in described three castinplace piles 5, the upper end of described three laced of battened compression member 2 all anchors in described concrete bearing platform 1, and all is fixedly installed the bridging 3 of some vertical layouts and the connecting rod 4 of some horizontal arrangement between any two laced of battened compression member 2.In the present embodiment, described bridging 3 and the connecting rod 4 concrete assembling mode on laced of battened compression member 2 can be with reference to shown in Fig. 1 and Fig. 3: be welded with a plurality of junction plates 7 on laced of battened compression member 2, described bridging 3 is weldingly fixed on described junction plate 7; Also be welded with backing plate 8 on described junction plate 7, described connecting rod 4 is weldingly fixed on described backing plate 8.Be that bridging 3 and connecting rod 4 are not directly to be welded on laced of battened compression member 2, but be fixed by junction plate 7 and backing plate 8, this be because: three laced of battened compression member 2 are triangularly arranged, and laced of battened compression member 2 cross sections are rectangular, the whole shape that forms triangular prism of three laced of battened compression member 2 be triangularly arranged, and this triangular prism has at least two vertical sides not to be on same vertical plane with the side of laced of battened compression member 2 self, if bridging 3 and connecting rod 4 directly are welded on two laced of battened compression member 2, to cause part bridging 3, the solder side that connecting rod 4 and laced of battened compression member are 2 is too small, and affect the structural stability on this tower crane basis, and by after junction plate 7, can will after part junction plate 7 bending certain angles, with laced of battened compression member 2, be welded and fixed again, thereby make the vertical side of triangular prism and the junction plate 7 in the same vertical plane, thereby guaranteed the bonding area of 7 of bridging 3, connecting rod 4 and junction plates, as Fig. 4.
In order to strengthen the bonding strength of described laced of battened compression member 2 and concrete bearing platform 1, this example is welded with anchor bar 6 in the upper end of laced of battened compression member 2, and described anchor bar 6 integral body anchor in described concrete bearing platform 1.
In order to strengthen the supporting force of 2 pairs of concrete bearing platforms 1 of described laced of battened compression member, this example also is welded with the support angle steel 10 of being close to concrete bearing platform 1 bottom on laced of battened compression member 2.
As shown in Figure 2, in the present embodiment, it is symmetrical that described three castinplace piles 5 are equilateral triangle, and these three castinplace piles 5 are arranged on three summits of equilateral triangle.Described tower crane anchor pin 9 is provided with four altogether, and these four tower crane anchor pin 9 are square symmetry and distribute, and these three tower crane anchor pin 9 are arranged on foursquare four summits.And the center of gravity of the symmetrical centre of described four tower crane anchor pin 9, the symmetrical centre of described three laced of battened compression member 2 and described concrete bearing platform 1 is on same vertical curve, to guarantee the stability of this tower-crane foundation structure of the present embodiment.
Shown in Fig. 1～Fig. 4, it is now that the job practices brief introduction of this tower-crane foundation structure of the present embodiment is as follows: after three castinplace piles 5 and laced of battened compression member 2 have been constructed, after castinplace pile 5 pile body concrete reach design strength, unloading cubic metre of earth, welding support angle steel 10 and anchor bar 6 on laced of battened compression member 2, the reinforcing bar of colligation concrete bearing platform 1 subsequently, lay tower crane anchor pin 9, concreting, after the cushion cap concrete strength meets the demands, tower crane is installed, stage excavation along with pit earthwork, be welded and fixed junction plate 7 and backing plate 8 on laced of battened compression member 2, then be welded and fixed vertical bridging 3 on junction plate 7, be welded and fixed waling stripe 4 on backing plate 8, successively three laced of battened compression member 2 are connected to integral body, until finish the foundation ditch bottom.
Certainly, above-described embodiment is only explanation technical conceive of the present invention and characteristics, and its purpose is to allow people can understand content of the present invention and implement according to this, can not limit the scope of the invention with this.All equivalent transformation or modification that according to the present invention, the Spirit Essence of main technical schemes is done, within all should being encompassed in protection scope of the present invention.
Claims (8)
1. three lattices combine tower-crane foundation structure, it is characterized in that: it comprises three castinplace piles (5) of vertically arranging, three laced of battened compression member (2) of vertically arranging, an and concrete bearing platform (1) that is positioned at described laced of battened compression member top, the lower end of described three laced of battened compression member (2) anchors into respectively in described three castinplace piles (5), the upper end of described three laced of battened compression member (2) all anchors in described concrete bearing platform (1), and all be fixedly installed the bridging (3) of vertical layout and the connecting rod (4) of horizontal arrangement between any two laced of battened compression member (2), in described concrete bearing platform (1), anchor is provided with the tower crane anchor pin (9) that several protrude upward.
2. three lattices according to claim 1 combine tower-crane foundation structure, and it is characterized in that: it is symmetrical that described three castinplace piles (5) are equilateral triangle.
3. three lattices according to claim 1 combine tower-crane foundation structure, and it is characterized in that: be welded with junction plate (7) on described laced of battened compression member (2), described bridging (3) is weldingly fixed on described junction plate (7).
4. three lattices according to claim 3 combine tower-crane foundation structure, and it is characterized in that: be welded with backing plate (8) on described junction plate (7), described connecting rod (4) is weldingly fixed on described backing plate (8).
5. three lattices according to claim 1 combine tower-crane foundation structure, and it is characterized in that: the upper end of described laced of battened compression member (2) is welded with anchor bar (6), and described anchor bar (6) integral body anchors in described concrete bearing platform (1).
6. three lattices combination tower-crane foundation structure according to claim 1, is characterized in that: be welded with the support angle steel (10) of being close to described concrete bearing platform (1) bottom on described laced of battened compression member (2).
7. three lattices according to claim 1 combine tower-crane foundation structure, and it is characterized in that: described tower crane anchor pin (9) has four, and these four tower crane anchor pin (9) are the square symmetry distribution.
8. three lattices according to claim 7 combine tower-crane foundation structure, and it is characterized in that: the symmetrical centre of the symmetrical centre of described four tower crane anchor pin (9), described three laced of battened compression member (2) and the center of gravity of described concrete bearing platform (1) are on same vertical curve.
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| CN201310462278.6A CN103498482A (en) | 2013-09-30 | 2013-09-30 | Three-pile lattice type combined tower crane foundation structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086344A (en) * | 2017-12-20 | 2018-05-29 | 中铁十局集团城市轨道交通工程有限公司 | A kind of lattice tower-crane foundation structure and construction method |
| CN110656890A (en) * | 2019-10-16 | 2020-01-07 | 中铁大桥勘测设计院集团有限公司 | Deepwater geological drilling casing, casing hoisting system and casing hoisting method |
| CN113323010A (en) * | 2021-05-17 | 2021-08-31 | 宇旺建工集团有限公司 | Construction method of embedded tower crane foundation |
| CN113373915A (en) * | 2021-06-30 | 2021-09-10 | 中国十九冶集团有限公司 | Method for reinforcing steel upright pile structure |
| CN113605439A (en) * | 2021-08-06 | 2021-11-05 | 江苏富源广建设发展有限公司 | Lattice steel bearing platform type tower crane foundation |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101240550A (en) * | 2007-12-26 | 2008-08-13 | 浙江省长城建设集团股份有限公司 | Construction method for lattice type steel column tower crane pedestal |
| CN102162258A (en) * | 2011-02-28 | 2011-08-24 | 温州建设集团有限公司 | Concrete-filled steel tubular high-pile tower footing structure of tower crane and construction method thereof |
| CN201991013U (en) * | 2011-02-28 | 2011-09-28 | 温州建设集团有限公司 | High-piled tower footing structure of tower crane concrete-filled steel tube |
| CN202012088U (en) * | 2011-03-30 | 2011-10-19 | 浙江金典建设有限公司 | Foundation structure of tower crane |
| CN202787297U (en) * | 2012-05-22 | 2013-03-13 | 实事集团建设工程有限公司 | Tower crane base |
| CN203174621U (en) * | 2013-04-11 | 2013-09-04 | 中建城市建设发展有限公司 | Tower crane foundation |
-
2013
- 2013-09-30 CN CN201310462278.6A patent/CN103498482A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101240550A (en) * | 2007-12-26 | 2008-08-13 | 浙江省长城建设集团股份有限公司 | Construction method for lattice type steel column tower crane pedestal |
| CN102162258A (en) * | 2011-02-28 | 2011-08-24 | 温州建设集团有限公司 | Concrete-filled steel tubular high-pile tower footing structure of tower crane and construction method thereof |
| CN201991013U (en) * | 2011-02-28 | 2011-09-28 | 温州建设集团有限公司 | High-piled tower footing structure of tower crane concrete-filled steel tube |
| CN202012088U (en) * | 2011-03-30 | 2011-10-19 | 浙江金典建设有限公司 | Foundation structure of tower crane |
| CN202787297U (en) * | 2012-05-22 | 2013-03-13 | 实事集团建设工程有限公司 | Tower crane base |
| CN203174621U (en) * | 2013-04-11 | 2013-09-04 | 中建城市建设发展有限公司 | Tower crane foundation |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086344A (en) * | 2017-12-20 | 2018-05-29 | 中铁十局集团城市轨道交通工程有限公司 | A kind of lattice tower-crane foundation structure and construction method |
| CN110656890A (en) * | 2019-10-16 | 2020-01-07 | 中铁大桥勘测设计院集团有限公司 | Deepwater geological drilling casing, casing hoisting system and casing hoisting method |
| CN113323010A (en) * | 2021-05-17 | 2021-08-31 | 宇旺建工集团有限公司 | Construction method of embedded tower crane foundation |
| CN113373915A (en) * | 2021-06-30 | 2021-09-10 | 中国十九冶集团有限公司 | Method for reinforcing steel upright pile structure |
| CN113605439A (en) * | 2021-08-06 | 2021-11-05 | 江苏富源广建设发展有限公司 | Lattice steel bearing platform type tower crane foundation |
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Application publication date: 20140108 |