CN100564700C - The job practices of lattice type steel column tower crane pedestal - Google Patents
The job practices of lattice type steel column tower crane pedestal Download PDFInfo
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- CN100564700C CN100564700C CNB2007101646302A CN200710164630A CN100564700C CN 100564700 C CN100564700 C CN 100564700C CN B2007101646302 A CNB2007101646302 A CN B2007101646302A CN 200710164630 A CN200710164630 A CN 200710164630A CN 100564700 C CN100564700 C CN 100564700C
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- laced
- battened compression
- tower crane
- tower
- battened
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 41
- 239000010959 steel Substances 0.000 title claims abstract description 41
- 238000007906 compression Methods 0.000 claims abstract description 44
- 238000006243 chemical reaction Methods 0.000 claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 11
- 238000009412 basement excavation Methods 0.000 claims abstract description 8
- 238000003466 welding Methods 0.000 claims description 13
- 210000003205 Muscles Anatomy 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 239000003351 stiffener Substances 0.000 claims description 3
- 210000000481 Breast Anatomy 0.000 abstract description 3
- 238000004458 analytical method Methods 0.000 abstract description 2
- 240000007594 Oryza sativa Species 0.000 abstract 1
- 235000007164 Oryza sativa Nutrition 0.000 abstract 1
- 235000009566 rice Nutrition 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000630 rising Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
Abstract
The job practices of lattice type steel column tower crane pedestal: before underground excavation and construction, make a call to four bored piles in needs shoveling position, the pile cages that has welded the laced of battened compression member of being made up of angle steel and batten plate is cast in the bored pile, at the laced of battened compression member end face conversion load-bearing steel plate is installed, on conversion load-bearing steel plate, the body of the tower base section is installed, on the body of the tower base section, body of the tower is installed.Between four laced of battened compression member and around cut the earth, whenever dig 1-3 rice weld horizontal scissors bracing frame and vertical scissors bracing frame between laced of battened compression member down, dug foundation ditch after, under base plate of foundation pit, use four laced of battened compression member of connection cushion cap connection.This job practices applicability is stronger, must install and use the situation of tower crane before situation that is specially adapted to placed restrictions on by the foundation ditch place tower crane can not be installed in the foundation ditch that digs or the excavation of foundation pit in the foundation ditch position.The lattice tower crane pedestal Stability Analysis of Structures of building with this method, firmly, safety is higher.
Description
Technical field
The present invention relates to a kind of construction techniques, particularly relate to the job practices of lattice type steel column tower crane pedestal.
Background technology
In the building trade, the vertical transport of the various constructional materialss on the building site is generally finished by tower crane, and whether steadily tower crane when the big object of hoisting weight operation safety, with tower crane pedestal is whether stable direct relation is arranged firmly.The job practices that tower crane pedestal is commonly used is to make a call to earlier four piles in the position of tower crane now, the body of the tower that on formed column foot, connects tower crane then by its pre-embedded bolt, stable inadequately, the safety of tower crane basis seat of building like this, along with rising progressively of building construction height, for keeping the stable of body of the tower, body of the tower is had to adopt and brace bar attachedly is connected with building.In addition, when large-scale basement or multi-storey basement construction, planar dimension is big because base pit engineering has, and cutting depth is dark, and vertical transport is particularly thorny, characteristics such as the construction plant is narrow and small, tower crane usually need be placed in the foundation ditch, during general way, digs the basement earthwork earlier, on the foundation ditch that digs, build tower crane pedestal again after having dug basement foundation ditch, tower crane is installed again.But, after running into foundation ditch and digging, be subjected to the foundation ditch place place restrictions on can not the foundation ditch that digs in tower crane is installed situation, perhaps must install and use the situation of tower crane during excavation of foundation pit in the foundation ditch position, just be not suitable for the method for above-mentioned construction tower crane pedestal.
Summary of the invention
The purpose of this invention is to provide that a kind of applicability is strong, the lattice type steel column tower crane pedestal job practices of easy construction, for realizing this goal of the invention, the technical solution used in the present invention is such:
The job practices of lattice type steel column tower crane pedestal is characterized in that comprising the steps:
1. make a call to the bored pile that matches with the tower crane body of the tower in four positions on the ground;
2. make laced of battened compression member: with four angle bar, two dual-purpose batten plates are welded into column;
3. laced of battened compression member is welded in the pile cages;
The pile cages that 4. will weld laced of battened compression member is cast in the bored pile;
5. at the laced of battened compression member end face conversion load-bearing steel plate is installed;
6. begin underground excavation and construction, between four laced of battened compression member and around cut the earth, dig certain distance under every, cut the bored pile pile concrete, weld horizontal scissors bracing frame between four laced of battened compression member, the vertical scissors bracing frame of welding between per two adjacent laced of battened compression member;
7. after the underground scholar of digging finishes, below the base plate of foundation pit that digs, construct steel concrete and connect cushion cap, four bored piles are linked together, further fix four laced of battened compression member.
Further, 5. above-mentioned steps can install the body of the tower base section afterwards on conversion load-bearing steel plate.
Mounting method between described laced of battened compression member, conversion load-bearing steel plate and the body of the tower base section is: pass conversion load-bearing steel plate and the welding of laced of battened compression member end face angle steel with one end of the anchor bolt on the body of the tower base section, again with laced of battened compression member end face angle steel and the welding of conversion load-bearing steel plate, and between laced of battened compression member side and conversion load-bearing steel plate bottom surface, weld the triangle stiffener, then the body of the tower base section is connected with the anchor bolt other end.
After described body of the tower base section installs, on the body of the tower base section, body of the tower can be installed.
Above-mentioned steps 7. after, aerated concrete building block or coarse sand separation layer can be set connecting between cushion cap and the base plate of foundation pit.
The described step 3. welding method of laced of battened compression member and pile cages is: laced of battened compression member and the bar welding of pile cages master muscle group, its lap length is no less than 3 meters.
Adopt the job practices of above-mentioned lattice type steel column tower crane pedestal, can before soil excavation, install tower crane earlier, the limit is dug the following cubic metre of earth limit of tower crane and is reinforced this tower crane pedestal with vertical support frame and horizontal shore, below base plate of foundation pit, construct steel concrete after foundation ditch digs again and connect cushion cap, further reinforce tower crane pedestal, can also be with already installed tower crane transportation cubic metre of earth when digging following cubic metre of earth of tower crane, this method easy construction, applicability is stronger, must install and use the situation of tower crane when particularly suitable is subjected to foundation ditch place restriction that the situation of tower crane or excavation of foundation pit can not be installed in the foundation ditch that digs in the foundation ditch position.The tower crane pedestal Stability Analysis of Structures of building with this method, firmly, safety is higher.
Description of drawings
Fig. 1 is for building the sectional drawing of the lattice type steel column tower crane pedestal that finishes.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is the B-B sectional drawing of Fig. 1.
Fig. 4 is the connection diagram of conversion load-bearing steel plate and laced of battened compression member.
Fig. 5 is the C-C sectional drawing of Fig. 4.
Fig. 6 is horizontal scissors bracing frame schematic diagram.
The specific embodiment
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, present embodiment is the job practices of lattice type steel column tower crane pedestal, and concrete construction sequence is as follows:
1. make a call to the bored pile 1 that matches with the tower crane body of the tower in four positions on the ground;
2. make laced of battened compression member 3: four angle bar, 8, two dual-purpose batten plates 9 are welded into column;
3. laced of battened compression member 3 and pile cages 2 main muscle are helped the bar welding, its lap length is 3.5 meters;
The pile cages 2 that 4. will weld laced of battened compression member 3 is cast in the bored pile 1;
5. pass conversion load-bearing steel plate 4 and 8 welding of laced of battened compression member 3 end face angle steel with anchor bolt 11 1 ends, again laced of battened compression member end face angle steel 8 and conversion load-bearing steel plate 4 are welded, and between laced of battened compression member 3 sides and conversion load-bearing steel plate 4 bottom surfaces, weld triangle stiffener 10;
6. on conversion load-bearing steel plate 4, the body of the tower base section is installed;
7. the tower crane body of the tower is installed on the body of the tower base section;
8. begin underground excavation and construction, between four laced of battened compression member and around cut the earth, dig certain distance under every, cut the bored pile pile concrete, weld horizontal scissors bracing frame 5 between four laced of battened compression member 3, the vertical scissors bracing frame 6 of welding between per two adjacent laced of battened compression member 3;
9. after the underground scholar of digging finishes, below 12, construct steel concrete and connect cushion cap 7, four bored piles 1 are linked together, further fix four laced of battened compression member at the base plate of foundation pit that digs; 10. between described connection cushion cap 7 and base plate of foundation pit 12, be provided with and add coarse sand separation layer 13.
Claims (2)
1, the job practices of lattice type steel column tower crane pedestal is characterized in that comprising the steps:
1. make a call to the bored pile that matches with the tower crane body of the tower in four positions on the ground;
2. make laced of battened compression member: with four angle bar, two dual-purpose batten plates are welded into column;
3. laced of battened compression member is welded in the pile cages;
The pile cages that 4. will weld laced of battened compression member is cast in the bored pile;
5. at the laced of battened compression member end face conversion load-bearing steel plate is installed, on conversion load-bearing steel plate, the body of the tower base section is installed again; Mounting method between laced of battened compression member, conversion load-bearing steel plate and the body of the tower base section is: pass conversion load-bearing steel plate and the welding of laced of battened compression member end face angle steel with one end of the anchor bolt on the body of the tower base section, again with laced of battened compression member end face angle steel and the welding of conversion load-bearing steel plate, and between laced of battened compression member side and conversion load-bearing steel plate bottom surface, weld the triangle stiffener, then the body of the tower base section is connected with the anchor bolt other end;
6. begin underground excavation and construction, between four laced of battened compression member and around cut the earth, dig certain distance under every, cut the bored pile pile concrete, weld horizontal scissors bracing frame between four laced of battened compression member, the vertical scissors bracing frame of welding between per two adjacent laced of battened compression member;
7. after underground shoveling is finished, below the base plate of foundation pit that digs, construct steel concrete and connect cushion cap, four bored piles are linked together, further fix four laced of battened compression member; Between connection cushion cap and base plate of foundation pit, aerated concrete building block or coarse sand separation layer are set again.
2, the job practices of lattice type steel column tower crane pedestal according to claim 1, it is characterized in that described step 3. the welding method of laced of battened compression member and pile cages be: laced of battened compression member and the bar welding of pile cages master muscle group, its lap length is no less than 3 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007101646302A CN100564700C (en) | 2007-12-26 | 2007-12-26 | The job practices of lattice type steel column tower crane pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007101646302A CN100564700C (en) | 2007-12-26 | 2007-12-26 | The job practices of lattice type steel column tower crane pedestal |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101240550A CN101240550A (en) | 2008-08-13 |
| CN100564700C true CN100564700C (en) | 2009-12-02 |
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| CNB2007101646302A Active CN100564700C (en) | 2007-12-26 | 2007-12-26 | The job practices of lattice type steel column tower crane pedestal |
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Families Citing this family (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094770A (en) * | 2011-02-23 | 2011-06-15 | 河海大学 | Design method for wind farm foundation |
| CN102134856B (en) * | 2011-04-20 | 2012-05-30 | 天津市建工工程总承包有限公司 | Tower crane foundation |
| CN102587406A (en) * | 2012-03-13 | 2012-07-18 | 中天建设集团有限公司 | Pouring construction method of concrete-filled tower crane foundation lattice column |
| CN102587407A (en) * | 2012-03-23 | 2012-07-18 | 舜元建设(集团)有限公司 | Construction method for tower crane foundation without bearing platform in deep foundation pit |
| CN103195076B (en) * | 2013-03-28 | 2016-03-09 | 中国建筑第八工程局有限公司 | Muddy Bottoms deep-excavation tower crane foundation construction method |
| CN103498482A (en) * | 2013-09-30 | 2014-01-08 | 上海建工七建集团有限公司 | Three-pile lattice type combined tower crane foundation structure |
| CN106495028A (en) * | 2015-09-08 | 2017-03-15 | 上海宝冶集团有限公司 | Tower crane conversion method for assembled architecture construction |
| CN105888265A (en) * | 2016-03-01 | 2016-08-24 | 中国建筑第六工程局有限公司 | Steel structure provisional measure latticed column butt junction location device and method |
| CN105951869B (en) * | 2016-05-31 | 2017-12-15 | 中国一冶集团有限公司 | A kind of construction method of the not reserved construction joint Tower Crane Foundation by Steel Lattice Column of underground garage |
| CN106480901B (en) * | 2016-09-29 | 2020-02-07 | 舜元建设(集团)有限公司 | Precise positioning method for lattice type steel stand column |
| CN107190764A (en) * | 2017-04-29 | 2017-09-22 | 中国能源建设集团安徽电力建设第工程有限公司 | A kind of booster stations building foundation construction method |
| CN107963545A (en) * | 2017-11-24 | 2018-04-27 | 中国二冶集团有限公司 | Installation method, method for dismounting and the mast-up of vertical storage tank |
| 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 |
-
2007
- 2007-12-26 CN CNB2007101646302A patent/CN100564700C/en active Active
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| CN101240550A (en) | 2008-08-13 |
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Address after: 310016 Great Wall Building, No. 60 Leiting Road, Shangcheng District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang three Construction Group Co., Ltd. Address before: 310009 Building No. 8, Meihua Stele, Hangzhou City, Zhejiang Province Patentee before: Zhejiang Changcheng Construction Group Co., Ltd. |