CN109083187A - A kind of new-type tower crane foundation construction method - Google Patents
A kind of new-type tower crane foundation construction method Download PDFInfo
- Publication number
- CN109083187A CN109083187A CN201810827944.4A CN201810827944A CN109083187A CN 109083187 A CN109083187 A CN 109083187A CN 201810827944 A CN201810827944 A CN 201810827944A CN 109083187 A CN109083187 A CN 109083187A
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- China
- Prior art keywords
- tower crane
- lattice column
- construction method
- new
- steel
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
Abstract
The present invention provides a kind of new-type tower crane foundation construction method, comprising: A, arrangement and method for construction determine, determine steel lattice column in bored concrete pile and cushion cap in buried depth, sustaining wall part position；B, in filling pile construction in the pre-buried steel lattice column in bored concrete pile top；C, in steel lattice column top construction bearing platform；D, increase Construction Support beam with excavation of foundation pit depth, according to sustaining wall part position in the pre-buried built-in fitting of supporting beam；E, sustaining wall part and built-in fitting, each steel lattice column are connected and fixed；F, increase with excavation of foundation pit depth, reinforced each steel lattice column under cushion cap using steel.Using novel tower crane foundation construction method compared with traditional tower crane, no matter abolishes in Saving in time costs, security risk control, fund cost benefit and later period and all obtained significant raising.
Description
Technical field
The present invention relates to building engineering field, especially a kind of new-type tower crane foundation construction method.
Background technique
In today of social high speed development, scientific and technological level is increasingly advanced.The more and more collection of continuous expansion in city are done
Public, shopping, the Super High synthesis building of life one are more and more, and the depth and range of foundation pit are also increasing, with base
It is also increasing that the complexity of the increase and geological environment of cheating depth increases the difficulty constructed to foundation pit supporting project, it is desirable that
It is increasingly tighter.Relatively previous building is compared, and the shallower vertical transport tool tower crane of embedded depth of foundation is generally embedded in when traditional architecture is constructed
The method generally taken when encountering features as poor geologic condition or deep basal pit in basic following soil increases bored concrete pile or pre- under tower crane
Tubulation stake.Traditional tower crane foundation construction needs earth excavation to bottom is cheated, and basis is then embedded in sole plate or less.When encountering base
Hole is larger compared with ramus profundus shield construction work amount generally also to take cast-in-situ bored pile or prefabricated tubular pile to do basis to install tower crane to ground
Face uses truck crane crawler crane as interim vertical transport tool, when bored concrete pile, prefabricated tubular pile being taken to do basis, at structure bottom
Plate and basement structure plate when constructing need to bored concrete pile and prefabricated tubular pile position stay set construction joint after tower crane dismounting by bottom plate with
Structural slab reserved opening polishing, and risk of leakage is also easy to produce at bored concrete pile and tubular pole and sole plate construction joint, and bored concrete pile and
Prefabricated tubular pile is abolished cumbersome.
Summary of the invention
In order to overcome the above problem, the present invention provide it is a kind of can improve efficiency, safety and the novel tower for reducing cost
Hang foundation construction method.
In order to achieve the above-mentioned advantages, the present invention is provided in a kind of new-type tower crane foundation construction method, comprising: A, arrangement and method for construction are true
It is fixed, determine buried depth of the steel lattice column in bored concrete pile and in cushion cap, sustaining wall part position；B, in filling pile construction on bored concrete pile
The pre-buried steel lattice column in portion；C, in steel lattice column top construction bearing platform；D, increase Construction Support beam with excavation of foundation pit depth, according to helping
Wall part position is in the pre-buried built-in fitting of supporting beam；E, sustaining wall part and built-in fitting, each steel lattice column are connected and fixed；F, with excavation of foundation pit
Depth increases, and is reinforced each steel lattice column under cushion cap using steel.
In one embodiment of new-type tower crane foundation construction method of the invention, the steel lattice column is embedded in bored concrete pile
Interior buried depth is greater than or equal to 4m.
In one embodiment of new-type tower crane foundation construction method of the invention, the steel lattice column is embedded in cushion cap
Buried depth be greater than or equal to 0.7m.
It further include peace in one embodiment of new-type tower crane foundation construction method of the invention, between step C, D
Fill tower crane.
In one embodiment of new-type tower crane foundation construction method of the invention, sealing is welded on the steel lattice column
Ring.
Steel lattice column quantity in one embodiment of new-type tower crane foundation construction method of the invention, under the cushion cap
It is four.
In one embodiment of new-type tower crane foundation construction method of the invention, the cushion cap is by C40 concreting
It forms.
In one embodiment of new-type tower crane foundation construction method of the invention, the cushion cap is located in the supporting beam
Side.
In one embodiment of new-type tower crane foundation construction method of the invention, the steel are angle steel and steel plate.
In one embodiment of new-type tower crane foundation construction method of the invention, the step F includes will using steel
Each steel lattice column under the cushion cap is connected as entirety.
In the present invention, using novel tower crane foundation construction method compared with traditional tower crane, no matter Saving in time costs,
Security risk control, fund cost benefit and later period abolish and have all obtained significant raising.
Detailed description of the invention
Fig. 1 show the structural schematic diagram of the new-type tower crane foundation construction method of first embodiment of the invention.
Fig. 2 show the structural schematic diagram of the supporting beam of the new-type tower crane foundation construction method of Fig. 1.
Fig. 3 show the flow chart of the new-type tower crane foundation construction method of Fig. 1.
Specific embodiment
It is of the invention to reach the technical means and efficacy that predetermined goal of the invention is taken further to illustrate, below in conjunction with
Attached drawing and preferred embodiment, to specific embodiment, structure, feature and its effect is proposed according to the present invention, detailed description is as follows.
Referring to Figure 1, the new-type tower crane foundation construction method of first embodiment of the invention, comprising:
A, arrangement and method for construction determine, determine steel lattice column 1 in bored concrete pile 2 and cushion cap 5 in buried depth, 4 position of sustaining wall part, institute
It states the buried depth that steel lattice column 1 is embedded in bored concrete pile 2 and is greater than or equal to 4m.
B, when bored concrete pile 2 is constructed in the pre-buried steel lattice column 1 in 2 top of bored concrete pile；
C, in 1 top construction bearing platform 5 of steel lattice column；
D, increase Construction Support beam 3 with excavation of foundation pit depth, according to 4 position of sustaining wall part in the pre-buried built-in fitting of supporting beam 3；
E, sustaining wall part 4 and built-in fitting, each steel lattice column 1 are connected and fixed；
F, increase with excavation of foundation pit depth, reinforced each steel lattice column 1 under cushion cap 5 using steel.
Refer to Fig. 2, steel lattice column 1 is embedded in the buried depth in cushion cap 5 more than or equal to 0.7m, on steel lattice column 1 with base
Plinth bottom plate overlapping positions are welded with seal ring 2.1 quantity of steel lattice column under cushion cap 5 is four, above supporting beam 3
Cushion cap 5 is formed by C40 concreting.Steel are angle steel and steel plate.
It step C, further include installation tower crane between D.
Step F includes that each steel lattice column 1 under the cushion cap 5 is connected as entirety using steel.
Fig. 3 is referred to, steel lattice column 1 is embedded to bored concrete pile 2 not less than 4m and the top of bored concrete pile 2 is located at sole plate hereinafter, mixed
Solidifying earth foundation is cast on steel lattice column 1, and steel lattice column 1 is embedded in cushion cap 5 no less than 700mm, and cushion cap 5 is having a size of 5*5*1.5m
Using C40 concrete.Angle steel reinforcement of weld is used inside 5 construction method steel lattice column 1 of cushion cap, outside is reinforced and week using sustaining wall
Side support system reinforcement by connection, supporting beam 3 according to tower crane position have planned sustaining wall position before constructing, and supporting beam 3 will help when constructing
Wall connector is embedded in supporting beam 3, connects built-in fitting on sustaining wall part 4 and supporting beam 3 after the completion of the construction of horizontal shore 3
Connect, tower crane and inner support system be linked to be entirety, improve the stability of tower crane entirety, when subsequent horizontal inner support construction be also as
This.To keep tower crane overall stability, every 3m setting downwards is pushed up from cushion cap 5 and is reinforced together, reinforcing member uses 18 bugle steel and 20
Thick connecting plate connects 5 lower four steel lattice columns 1 of cushion cap integral, and specific strengthening construction is shown in attached drawing, it is ensured that in allocation and transportation material and
Tower crane stability is kept under typhoon.
For solve traditional tower crane foundation at the drawbacks of now invent a kind of novel tower crane foundation construction method, the present invention adopts
Steel lattice column 1 is used to be combined with concrete foundation as tower crane.Have following advantages compared with traditional tower crane:
1, when using novel tower crane foundation construction method, tower crane construction can be in support pile or Construction of Engineering Pile stage soil
Side installs tower crane before excavating, it is ensured that material vertical transport is solved the problems, such as when foundation pit support construction.
It 2, can be in sole plate range when compared with bored concrete pile 2 or prefabricated tubular pile using novel tower crane foundation construction method
Or in structural slab altitude range, seal ring is welded in lattice column corresponding position, is avoided at the bottom of indwelling construction joint leads to the later period
The hidden danger of plate leakage.
3, using novel tower crane foundation construction method, contrary sequence method can be used steel lattice column 1 during earth excavation
Reinforcement of weld is carried out, it is poor that traditional cast-in-place concrete pile 2 or prefabricated tubing string reinforce more difficult and presentation quality.
4, heavy mechanical equipment is not necessarily to when removing using the more traditional tower crane foundation construction of novel tower crane foundation construction method
It is abolished, after the completion of tower crane dismounting, steel lattice column 1 can be cut off, can be selected according to the case where means of transport using gas cutting
Select excision size.
In the present invention, using novel tower crane foundation construction method compared with traditional tower crane, no matter Saving in time costs,
Security risk control, fund cost benefit and later period abolish and have all obtained significant raising.
More than, it is only presently preferred embodiments of the present invention, is not intended to limit the present invention in any form, although this
Invention has been disclosed in a preferred embodiment above, and however, it is not intended to limit the invention, any person skilled in the art,
It does not depart within the scope of technical solution of the present invention, when the technology contents using the disclosure above make a little change or are modified to equivalent
The equivalent embodiment of variation, but without departing from the technical solutions of the present invention, according to the technical essence of the invention to the above reality
Any simple modification, equivalent variations and modification made by example are applied, all of which are still within the scope of the technical scheme of the invention.
Claims (10)
1. a kind of new-type tower crane foundation construction method characterized by comprising
A, arrangement and method for construction determine, determine steel lattice column in bored concrete pile and cushion cap in buried depth, sustaining wall part position；
B, in filling pile construction in the pre-buried steel lattice column in bored concrete pile top；
C, in steel lattice column top construction bearing platform；
D, increase Construction Support beam with excavation of foundation pit depth, according to sustaining wall part position in the pre-buried built-in fitting of supporting beam；
E, sustaining wall part and built-in fitting, each steel lattice column are connected and fixed；
F, increase with excavation of foundation pit depth, reinforced each steel lattice column under cushion cap using steel.
2. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Steel lattice column is embedded in the buried depth in bored concrete pile more than or equal to 4m.
3. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Steel lattice column is embedded in the buried depth in cushion cap more than or equal to 0.7m.
4. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
It step C, further include installation tower crane between D.
5. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Seal ring is welded on steel lattice column.
6. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Steel lattice column quantity under cushion cap is four.
7. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Cushion cap is formed by C40 concreting.
8. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Cushion cap is located above the supporting beam.
9. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Steel are angle steel and steel plate.
10. new-type tower crane foundation construction method described in claim 1 according to claim 1, which is characterized in that described
Step F includes that each steel lattice column under the cushion cap is connected as entirety using steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810827944.4A CN109083187A (en) | 2018-07-25 | 2018-07-25 | A kind of new-type tower crane foundation construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810827944.4A CN109083187A (en) | 2018-07-25 | 2018-07-25 | A kind of new-type tower crane foundation construction method |
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| CN109083187A true CN109083187A (en) | 2018-12-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810827944.4A Pending CN109083187A (en) | 2018-07-25 | 2018-07-25 | A kind of new-type tower crane foundation construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541486A (en) * | 2019-09-11 | 2019-12-06 | 中国建筑第八工程局有限公司 | novel steel tube bundle tower crane buttress and construction method |
| CN113309115A (en) * | 2021-06-04 | 2021-08-27 | 广州市盾建建设有限公司 | Novel connection mode for reducing length-to-thickness ratio of stand column by utilizing support horizontal steel pipe support and special lattice stand column connection |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132537A (en) * | 2013-02-04 | 2013-06-05 | 中天建设集团有限公司 | Steel latticed column homocentric-square-shaped concrete bearing platform combination type tower crane base structure and construction method |
| CN207226866U (en) * | 2017-08-30 | 2018-04-13 | 西安建工建筑机械有限公司 | The tower crane attached wall support boom device of adjustable in length |
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2018
- 2018-07-25 CN CN201810827944.4A patent/CN109083187A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132537A (en) * | 2013-02-04 | 2013-06-05 | 中天建设集团有限公司 | Steel latticed column homocentric-square-shaped concrete bearing platform combination type tower crane base structure and construction method |
| CN207226866U (en) * | 2017-08-30 | 2018-04-13 | 西安建工建筑机械有限公司 | The tower crane attached wall support boom device of adjustable in length |
Non-Patent Citations (1)
| Title |
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| 李坚: "《起重作业安全事故案例分析与防范》", 31 August 2012, 中国电力出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541486A (en) * | 2019-09-11 | 2019-12-06 | 中国建筑第八工程局有限公司 | novel steel tube bundle tower crane buttress and construction method |
| CN113309115A (en) * | 2021-06-04 | 2021-08-27 | 广州市盾建建设有限公司 | Novel connection mode for reducing length-to-thickness ratio of stand column by utilizing support horizontal steel pipe support and special lattice stand column connection |
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| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181225 |
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| RJ01 | Rejection of invention patent application after publication |