CN208472775U - Structure is built along subinverse construction room on a kind of basement - Google Patents
Structure is built along subinverse construction room on a kind of basement Download PDFInfo
- Publication number
- CN208472775U CN208472775U CN201820343751.7U CN201820343751U CN208472775U CN 208472775 U CN208472775 U CN 208472775U CN 201820343751 U CN201820343751 U CN 201820343751U CN 208472775 U CN208472775 U CN 208472775U
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- Prior art keywords
- basement
- layers
- construction
- subinverse
- pile foundation
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- 238000010276 construction Methods 0.000 title claims abstract description 33
- 238000009412 basement excavation Methods 0.000 claims abstract description 8
- 238000000034 method Methods 0.000 abstract description 13
- 238000005516 engineering process Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000001550 time effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses structure is built along subinverse construction room on a kind of basement, the super high-rise building for being 300m or more including building height, the super high-rise building contains N layers of basement structure;Braced wall and outer wall of basement (1) are equipped in basement vertical direction, earth excavation and horizontally-supported (2) is equipped in basement horizontal direction, pile foundation (3) are equipped in the following part of-N/2 layers of structure (5) of basement, structural column (4) are equipped in pile foundation (3), basement and upper part part are constituted an entirety by structural column (4).Compared with prior art, the utility model not only has the short slab for overcoming traditional contrary sequence method and just making construction technique, while overcoming the influence for designing the figure time, and is effective to ensure that deep pit monitor, saves the duration, reduce construction cost.
Description
Technical field
The utility model relates to the rooms on a kind of ultra-deep basement N/2 layer along subinverse construction technology to build structure, belong to superelevation
Layer is inverse to make technical field.
Background technique
With the continuous development of Building Trade in China, for the land resource for more making full use of city rare, city ultra-deep
Super-high buildings are more and more, but often the completion time of project is long for deep super-high buildings, can increase finance and construction cost, simultaneously meeting to project
Rental income is caused to lose;The method that tradition accelerates the duration is contrary sequence method, but traditional contrary sequence method technology be confined to 300 meters of height with
Under, building of the basement depth within 30 meters, the construction for super high-rise building, or there is very big technical problem.
Utility model content
The purpose of the utility model is to provide one kind, cost is relatively low, construction is quick, suitable subinverse on construction safety basement
Construction room builds structure, surpasses the case where 30 meters of building general heights surpass the reverse construction of 300 meters of high buildings in realization basement depth
Under, with overcome the deficiencies in the prior art.
The technical solution of the utility model includes:
Structure is built along subinverse construction room on a kind of basement, the super high-rise building for being 300m or more including building height should
Super high-rise building contains N layers of basement structure;It is equipped with braced wall and outer wall of basement in basement vertical direction, in basement
Horizontal direction is equipped with earth excavation and horizontally-supported, in the following part of-N/2 layer structure of basement equipped with pile foundation, sets in pile foundation
There is structural column, basement and upper part part are constituted an entirety by structural column.Wherein, N >=4.
Structure is built according to the room, so that it may which, using the construction method on basement along subinverse, this method is by N layers of underground
Room is divided into two kinds of distinct methods and is combined construction, and negative N/2 layers of basement or more basement structure, which uses, just makees construction method, and
Negative N/2 layers of basement or less basement structure uses reversed construction method, forms along inverse combined construction technical method, thus
It realizes and surpasses a kind of 400 meters of inverse novel technical methods made of basement for surpassing 30 meters of depths.
Compared with prior art, it on ground is interface that existing contrary sequence method, which is from ± 0.000, is made on the ground using positive, and ground
It is lower to use inverse work;It is interface that the utility model, which is from negative N/2 layers of basement, and negative N/2 layers of basement or more basement structure is adopted
With just making construction method, and negative N/2 layers of basement or less basement structure uses reversed construction method, it, which not only has, overcomes
Traditional contrary sequence method and the short slab for just making construction technique, while the influence for designing the figure time is overcome, and be effective to ensure that
Deep pit monitor saves the duration, reduces construction cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
It is attached in the figure, it is marked as 1- braced wall and outer wall of basement, 2- earth excavation and horizontally-supported, 3- pile foundation, 4- structure
Column, 5--N/2 layers of structure, 6--N/2+1 layers of structure.
Specific embodiment
Below with reference to embodiment, the utility model is described in further detail, but not as any limit to the utility model
System.
Embodiment 1:
The utility model be build structure along subinverse construction room on such a basement, including building height be 300m with
On super high-rise building, which contains N layers of basement structure;Braced wall and ground are equipped in basement vertical direction
Lower room exterior wall 1 is equipped with earth excavation and horizontally-supported 2 in basement horizontal direction, in-N/2 layers of structure 5 of basement with lower part
It is arranged with pile foundation 3, structural column 4 is equipped in pile foundation 3, basement and upper part part are constituted an entirety by structural column 4.N≥4.
The first step carries out braced wall and outer wall of basement 1 is constructed, and construction can be first advanced into this way, not by construction building structure
Figure does not go out the time effects of figure;- N/2 layers or more earth excavations of second step progress and horizontally-supported 2 construction;Third step carries out pile foundation
3 constructions;4th step carries out structural column 4 and constructs;5th-N/2 layers of step progress 5 Beam-Slab Construction of structure;6th step carries out-N/2 simultaneously
+ 1 layer of 6 beam slab of structure and the construction of-N/2-1 layers of earth excavation and the sandwich beam plate;7th step carries out-N/2+2 layers of 5 beam of knot simultaneously
Plate and the construction ... of-N/2-1 layers of earth excavation and the sandwich beam plate are recycled in this way until superstructure binds and N layers of basement
Construction of bottom plates is completed, and is achieved that on ultra-deep basement N/2 layer and is constructed along subinverse.
The specific application example of above only the utility model, there are also other embodiments, all uses for the utility model
The technical solution that equivalent substitution or equivalent transformation is formed, all falls within protection scope required by the utility model.
Claims (2)
1. building structure along subinverse construction room on a kind of basement, it is characterised in that: the superelevation for being 300m or more including building height
Layer building, the super high-rise building contain N layers of basement structure;Braced wall and outer wall of basement are equipped in basement vertical direction
(1), it is equipped with earth excavation and horizontally-supported (2) in basement horizontal direction, in the following part of-N/2 layers of structure (5) of basement
Equipped with pile foundation (3), structural column (4) are equipped in pile foundation (3), basement and upper part part are constituted an entirety by structural column (4).
2. building structure along subinverse construction room on basement according to claim 1, it is characterised in that: N >=4.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820343751.7U CN208472775U (en) | 2018-03-14 | 2018-03-14 | Structure is built along subinverse construction room on a kind of basement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820343751.7U CN208472775U (en) | 2018-03-14 | 2018-03-14 | Structure is built along subinverse construction room on a kind of basement |
Publications (1)
Publication Number | Publication Date |
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CN208472775U true CN208472775U (en) | 2019-02-05 |
Family
ID=65206332
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201820343751.7U Expired - Fee Related CN208472775U (en) | 2018-03-14 | 2018-03-14 | Structure is built along subinverse construction room on a kind of basement |
Country Status (1)
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CN (1) | CN208472775U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115324106A (en) * | 2022-08-19 | 2022-11-11 | 中建三局第三建设工程有限责任公司 | Construction method for optimizing intermittent stop points of synchronous reverse construction technology |
-
2018
- 2018-03-14 CN CN201820343751.7U patent/CN208472775U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115324106A (en) * | 2022-08-19 | 2022-11-11 | 中建三局第三建设工程有限责任公司 | Construction method for optimizing intermittent stop points of synchronous reverse construction technology |
CN115324106B (en) * | 2022-08-19 | 2023-08-18 | 中建三局第三建设工程有限责任公司 | Construction method for optimizing intermittent stopping point of synchronous reverse construction technology |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190205 |
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CF01 | Termination of patent right due to non-payment of annual fee |