CN207228146U - Bridge tower cushion cap overhanging type tower crane - Google Patents
Bridge tower cushion cap overhanging type tower crane Download PDFInfo
- Publication number
- CN207228146U CN207228146U CN201721096166.3U CN201721096166U CN207228146U CN 207228146 U CN207228146 U CN 207228146U CN 201721096166 U CN201721096166 U CN 201721096166U CN 207228146 U CN207228146 U CN 207228146U
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- steel structure
- cushion cap
- column
- bridge tower
- bridge
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Abstract
It the utility model is related to technical field of building construction, refer specifically to a kind of bridge tower cushion cap overhanging type tower crane, including bridge tower cushion cap, the two steel structure outer columns and steel structure inner column being fixed on by built-in fitting on bridge tower cushion cap, and fixed Zhi Yugang structures outer column and the load-bearing frame on steel structure inner column top.The load-bearing frame includes being fixedly connected with adjacent steel structure inner column and steel structure outer column top and one end stretches out a pair of of foundation longitudinal beam at bridge tower cushion cap edge and is connected the basic crossbeam of two foundation longitudinal beams.It is respectively equipped with the middle part of steel structure outer column with choosing the outer raker beam being connected at the top of end and adjacent steel structure inner column and interior leg brace beam outside foundation longitudinal beam, and inside is filled with reinforced Concrete.The tower-crane foundation structure is simple in structure and reliable and stable, and it is smaller and construction can be avoided to disturb as far as possible to occupy bridge tower cushion cap space, can be from pouring special bored concrete pile in cushion cap periphery when building, and construction cost is relatively low and repeatable utilization.
Description
Technical field
Technical field of building construction is the utility model is related to, refers specifically to a kind of bridge tower cushion cap overhanging type tower crane.
Background technology
Booming with building industry with building, the use of tower crane is just further frequent.The correct selection of tower crane
Engineering cost can not only be saved, moreover it is possible to avoid loss caused by potential security risk.Construction for cable-stayed bridge pylon is led to
Frequently with fixed type tower crane basis or lattice tower crane.Fixed type tower crane, must generally using armored concrete whole plate basis
Corresponding dewatering measure and tower crane Extra-Deep Foundation Pit measure must be taken, the construction risk of this tower crane is larger, and work
Phase length is of high cost, is not particularly suitable for being applied to the severe area of geological conditions.Lattice tower crane is with loaded on each bored concrete pile
The lattice column on top props up tower crane platform jointly, and construction field using relatively broad, but needs such a tower crane on the water
Injection underwater cast-in-place pile is wanted, there are construction period length, the shortcomings of construction cost is high.
The content of the invention
The utility model designs a kind of be directly supported on bridge tower cushion cap to solve problems of the prior art
Bridge tower cushion cap overhanging type tower crane.
Bridge tower cushion cap overhanging type tower crane described in the utility model includes bridge tower cushion cap, is fixed on bridge tower by built-in fitting
Two steel structure outer columns and steel structure inner column on cushion cap, and fixed Zhi Yugang structures outer column and steel structure inner column top are held
Weight frame.The steel structure outer column be located at bridge tower cushion cap edge and with steel structure inner column and rectangular arrangement, the load-bearing frame bag
Include and be fixedly connected with adjacent steel structure inner column and steel structure outer column top and a pair of basis at bridge tower cushion cap edge is stretched out in one end
Longeron and the basic crossbeam for connecting two foundation longitudinal beams.It is respectively equipped with the middle part of steel structure outer column with choosing end and adjacent outside foundation longitudinal beam
The outer raker beam and interior leg brace beam of connection at the top of steel structure inner column, and filled out in the intersegmental part that crosses with outer raker beam and interior leg brace beam
Filled with reinforced Concrete.
It is equipped with what is horizontally or obliquely extended between adjacent steel structure outer column and/or steel the structure inner column below interior raker beam
Connecting rod.
Horizontal cross brace is equipped between steel structure outer column and steel the structure inner column.
Vertical bridging is equipped between two steel structure outer column and between two steel structure inner columns.
The load-bearing frame further includes fixed frame, and in two foundation longitudinal beams, choosing a pair in section shelves crossbeam outside.
Bridge tower cushion cap overhanging type tower-crane foundation structure described in the utility model is simple and reliable and stable, occupies bridge tower cushion cap sky
Between it is smaller and construction can be avoided to disturb as far as possible, when building can from pouring special bored concrete pile in cushion cap periphery, construction cost compared with
Low and repeatable utilization.
Brief description of the drawings
Fig. 1：The top view of bridge tower cushion cap overhanging type tower crane and tower crane bearing platform；
Fig. 2：The side view of bridge tower cushion cap overhanging type tower crane；
Fig. 3：The rearview of bridge tower cushion cap overhanging type tower crane.
Wherein：1- bridge towers cushion cap, 2- built-in fittings, 3- steel structures outer column, 4- steel structures inner column, 5- foundation longitudinal beams, 6- bases
Crossbeam, 7- outer raker beam, 8- interior leg braces beam, 9- reinforced Concretes, 10- connecting rods, 11- horizontal cross braces, the vertical bridgings of 12-, 13-
Shelve crossbeam.
Embodiment
Bridge tower cushion cap overhanging type tower crane described in the utility model is made into one with specific embodiment below in conjunction with the accompanying drawings
Walk explanation.
As shown in Figures 1 to 3, bridge tower cushion cap overhanging type tower crane described in the utility model includes bridge tower cushion cap 1, by pre-
Embedded part 2 is fixed on two steel structure outer columns 3 and steel structure inner column 4 on bridge tower cushion cap 1, and fixed Zhi Yugang structures outer column 3
With the load-bearing frame on 4 top of steel structure inner column.Steel structure outer column 3 be located at 1 edge of bridge tower cushion cap and with steel structure inner column 4 and be in square
Shape is arranged, and the load-bearing frame includes being fixedly connected with adjacent steel structure inner column 4 and 3 top of steel structure outer column and bridge is stretched out in one end
A pair of of foundation longitudinal beam 5 at 1 edge of tower cushion cap and the basic crossbeam 6 for connecting two foundation longitudinal beams 5.The middle part of steel structure outer column 3 is respectively
Equipped with choosing outer raker beam 7 and the interior leg brace beam 8 that end and the top of adjacent steel structure inner column 4 are connected outside foundation longitudinal beam 5, and with it is outer
The intersegmental part that crosses of raker beam 7 and interior leg brace beam 8 is filled with reinforced Concrete 9.
, can be from if directly tower crane is directly supported on bridge tower cushion cap in the work progress of cable-stayed bridge pylon
Support of the special bored concrete pile as tower crane is poured in cushion cap periphery.But the upper space of bridge tower cushion cap is more narrow and small, this
Class tower crane needs to avoid all kinds of constructing structures on cushion cap in setting, prevents construction from disturbing, also to meet force request.
Above-mentioned tower crane is arranged on bridge tower cushion cap edge, and tower crane is loaded on basic the outer of crossbeam and chooses end, and is in bridge tower
On the outside of cushion cap, all kinds of constructing structures on bridge tower cushion cap can be so avoided to greatest extent, avoid construction from disturbing.The steel of homonymy
There is provided inside/outside raker beam between structure outer column, steel structure inner column and basic crossbeam to be reinforced, and steel structure outer column and inside/outside
The section that crosses of diagonal brace wraps up in concrete structure for the internal steel filled with reinforced Concrete, so contributes to strengthen tower crane overall structure
Stability and at the key node of load transmission structure carry out reinforcement so that for tower crane provides consolidate support.
It is readily apparent that at the same time, above-mentioned tower crane may also be disposed on other permanent engineering structures, such as various cushion cap classes
In structure, arrange that this kind of tower crane will not occupy larger cushion cap space and smaller to the interference of construction, due to without
Engineering structure periphery pours special bored concrete pile and supports, which can be applied to the severe region of waterborne and geological conditions
In engineering project, and construction cost is relatively low.
Steel structure outer column 3 is located at the middle part of 1 one long side of bridge tower cushion cap in embodiment, and steel structure inner column 4 is by bridge tower cushion cap 1
Side, foundation longitudinal beam 5 extend along vertical bridge to extension, basic crossbeam 6 along direction across bridge.
It is equipped with below interior raker beam 8 between adjacent steel structure outer column 3 and/or steel structure inner column 4 and horizontally or obliquely extends
Connecting rod 10.Contacting between adjacent steel structure outer column and steel structure inner column can further be strengthened by introducing connecting rod, so as to hold
Weight frame provides more stable support.In embodiment due to steel structure outer column 3 and interior leg brace beam 8 and outer raker beam 7 joint and
It is closer to the distance with the joint of two connecting rods 6 of the top, reinforced Concrete 9 also extend further downward to steel structure outer column 3 with
The intersection of above-mentioned two connecting rods 6, to further improve the structural strength of 3 load transmission critical section of steel structure outer column, improves
Its compressive property.
Horizontal cross brace 11 is equipped between steel structure outer column 3 and steel structure inner column 4.
Vertical bridging 12 is equipped between two steel structure outer columns 3 and between two steel structure inner columns 4.
Contacting between steel structure outer column and steel structure inner column can further be strengthened by introducing horizontally and vertically bridging, make to stand
Intercolumniation forms stable grid-system, easy to the transmission of load between column so that for top load-bearing frame and tower crane provide it is more steady
Fixed support.
The load-bearing frame further includes fixed frame and shelves crossbeam 13 in a pair chosen outside two foundation longitudinal beams 5 in section.Two are shelved
The both ends of crossbeam connection corresponding with 4 tie points of tower crane bottom respectively, so as to effectively strengthen between load-bearing frame and tower crane tie point
Contact, easy to the transmission of tower crane internal load.
Steel structure outer column 3 and steel structure inner column 4 are steel pipe column in embodiment, interior leg brace beam 8, outer raker beam 7 and load-bearing
Frame is made of the Two bors d's oeuveres I-steel containing stiffener plate, and horizontal cross brace 11, vertical bridging 12 and connecting rod 10 are then adopted
With relatively thin shaped steel material, it is fixedly connected between various steel rod elements with welding manner.1 edge of bridge tower cushion cap is needed in corresponding positions
Anchor plate is installed as built-in fitting 2, steel structure outer column 3 and 4 bottom of steel structure inner column and anchor plate weldering to connect.Carry out tower crane
Welding it is assembled before need both ends welding diaphragm in 3 internal reinforcement concrete of steel structure outer column, 9 filled section and open up on the outer wall to pour
Orifice, treats after the completion of tower crane integral assembling placing reinforced Concrete 9 again.Reinforced Concrete 9 can install tower crane solid after fully curing
Determine to shelving on longeron, the tower crane can overall pulling down and circulating repetition use after the completion of bridge tower construction.
Claims (5)
1. a kind of bridge tower cushion cap overhanging type tower crane, it is characterised in that fixed by built-in fitting (2) including bridge tower cushion cap (1)
In two steel structure outer columns (3) on bridge tower cushion cap (1) and steel structure inner column (4), and fixed Zhi Yugang structures outer column (3) and
The load-bearing frame on steel structure inner column (4) top, the steel structure outer column (3) are located at bridge tower cushion cap (1) edge and with being stood in steel structure
Column (4) rectangular arrangement, the load-bearing frame include fixing with adjacent steel structure inner column (4) and steel structure outer column (3) top and connect
Connect and a pair of of foundation longitudinal beam (5) at bridge tower cushion cap (1) edge and the basic crossbeam of two foundation longitudinal beams of connection (5) are stretched out in one end
(6), it is respectively equipped with the middle part of steel structure outer column (3) and is connected with being chosen outside foundation longitudinal beam (5) at the top of end and adjacent steel structure inner column (4)
Outer raker beam (7) and interior leg brace beam (8), and with outer raker beam (7) and interior leg brace beam (8) cross intersegmental part filled with plus
Gu concrete (9).
2. bridge tower cushion cap overhanging type tower crane as claimed in claim 1, it is characterised in that adjacent steel structure outer column (3)
And/or the connecting rod (10) horizontally or obliquely extended is equipped between steel structure inner column (4) below interior raker beam (8).
3. bridge tower cushion cap overhanging type tower crane as claimed in claim 2, it is characterised in that the steel structure outer column (3) with
Horizontal cross brace (11) is equipped between steel structure inner column (4).
4. bridge tower cushion cap overhanging type tower crane as claimed in claim 3, it is characterised in that two steel structure outer column
(3) vertical bridging (12) is equipped between and between two steel structure inner columns (4).
5. the bridge tower cushion cap overhanging type tower crane as described in any one in Claims 1 to 4, it is characterised in that described to hold
Weight frame further includes fixed frame and shelves crossbeam (13) in a pair chosen outside two foundation longitudinal beams (5) in section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721096166.3U CN207228146U (en) | 2017-08-29 | 2017-08-29 | Bridge tower cushion cap overhanging type tower crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721096166.3U CN207228146U (en) | 2017-08-29 | 2017-08-29 | Bridge tower cushion cap overhanging type tower crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207228146U true CN207228146U (en) | 2018-04-13 |
Family
ID=61859716
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721096166.3U Expired - Fee Related CN207228146U (en) | 2017-08-29 | 2017-08-29 | Bridge tower cushion cap overhanging type tower crane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207228146U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653236A (en) * | 2019-01-29 | 2019-04-19 | 中铁大桥局集团第四工程有限公司 | Tower-crane foundation structure for restricted clearance |
| CN110565676A (en) * | 2019-08-01 | 2019-12-13 | 中交二公局第二工程有限公司 | Cantilever type tower crane foundation structure and construction method thereof |
| CN111456078A (en) * | 2020-05-26 | 2020-07-28 | 中国建筑第四工程局有限公司 | Bracket type steel structure tower crane foundation |
| CN111456077A (en) * | 2020-05-26 | 2020-07-28 | 中国建筑第四工程局有限公司 | Large bearing platform overhanging tower crane foundation |
-
2017
- 2017-08-29 CN CN201721096166.3U patent/CN207228146U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653236A (en) * | 2019-01-29 | 2019-04-19 | 中铁大桥局集团第四工程有限公司 | Tower-crane foundation structure for restricted clearance |
| CN110565676A (en) * | 2019-08-01 | 2019-12-13 | 中交二公局第二工程有限公司 | Cantilever type tower crane foundation structure and construction method thereof |
| CN111456078A (en) * | 2020-05-26 | 2020-07-28 | 中国建筑第四工程局有限公司 | Bracket type steel structure tower crane foundation |
| CN111456077A (en) * | 2020-05-26 | 2020-07-28 | 中国建筑第四工程局有限公司 | Large bearing platform overhanging tower crane foundation |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180413 |
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| CF01 | Termination of patent right due to non-payment of annual fee |