CN106545029A - A kind of underground space safely and fast construction method - Google Patents
A kind of underground space safely and fast construction method Download PDFInfo
- Publication number
- CN106545029A CN106545029A CN201610000311.7A CN201610000311A CN106545029A CN 106545029 A CN106545029 A CN 106545029A CN 201610000311 A CN201610000311 A CN 201610000311A CN 106545029 A CN106545029 A CN 106545029A
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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
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
- E04H6/12—Garages for many vehicles with mechanical means for shifting or lifting vehicles
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
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- Mining & Mineral Resources (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Sustainable Development (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention relates to a kind of underground space safely and fast construction method, the multi-storied garage exterior wall and access way are by concrete interlocking pile（23）Surround, the concrete interlocking pile（23）Top is provided with Guan Liang（5）, the multi-storied garage inside center is provided with four root post stakes（1）, the concrete interlocking pile（23）With reinforced concrete upright column stake（1）Between top be provided with concrete light steel truss frame plate（6）, bottom is provided with reinforced concrete floor（13）, the reinforced concrete floor（13）The reinforced concrete upright column stake of bottom（1）With armored concrete bearing pile（2）Between be provided with concrete bottom plate-girder（15）, the reinforced concrete floor（13）Bottom is provided with anti-floating pile（12）.The underground space construction is convenient, environmental protection, esy to use, safe and reliable, therefore with the very strong market competitiveness.
Description
Technical field
The present invention relates to underground space technical field, specifically a kind of method of underground three-dimensional garage of safely and fast constructing.
Background technology
Sharply increasing due to city automobile quantity in recent years, cause old town parking stall wretched insufficiency, substantial amounts of private car road occupying is parked, not only so that living area is crowded to capacity, originally not wide urban road has also been taken as parking lot, the traffic congestion in city is directly increased, the life for giving people brings inconvenience.The unique method for solving at present to stop old town is exactly to divide into vertical underground parking garage in original less greening or public land, but due to the spacing in old town house it is narrower, ground is shallower, cause underground parking garage construction technical difficulty is larger, the cycle is longer, the life of people can be not only had a strong impact on, and potential safety hazard can be brought to house foundation.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of quick construction, environmental protection, the method for safe and reliable construction underground three-dimensional garage.
The technical scheme is that：A kind of method of underground three-dimensional garage of safely and fast constructing, it is characterised in that comprise the steps：
First, circular cell greenery patches is selected, is excavated at the 1.5m of greenery patches to underground, construction reinforced bar concrete supporting pile, plain concrete water-seal pile, the concrete interlocking pile of armored concrete support pile occlusion, as circular stereo garage exterior wall, then four reinforced concrete upright column stakes in multi-storied garage of constructing；
Secondly, after multi-storied garage exterior wall and reinforced concrete upright column pile driving construction complete a week, the welded steel structure girder one between the connection steel cylinder one and the connection steel cylinder two in reinforced concrete upright column stake top portion at the top of armored concrete bearing pile, the welded steel structure girder two between the connection steel cylinder two in four reinforced concrete upright column stake top portions, the welded steel structure girder three between the connection steel cylinder one and steel construction girder two at the top of armored concrete bearing pile；Arc steel structure strutbeam one, welded steel structure strutbeam two between the arc steel structure strutbeam one and armored concrete bearing pile are welded in the side of steel construction girder one and steel construction girder three；Then top concrete light steel truss structure plate is welded on steel construction girder one, steel construction girder two, steel construction girder three and steel construction strutbeam one, steel construction strutbeam two, power machine room of constructing；
3rd, after the completion of the construction of multi-storied garage top concrete light steel truss structure plate, by the elevator in the middle of four root post stakes, mining clay, excavates to negative one layer garage ground depth from inside to outside；
4th, after concrete light steel truss board concrete reaches design strength, recover greening or communal facility on raising-plate；
5th, by the construction procedure for repeating second step, the steel structure girder and concrete light steel truss frame plate constructed as multi-storied garage negative one layer, by the elevator in the middle of four root post stakes, mining clay, excavates to the depth of negative two-layer garage floor beams from inside to outside；
6th, the anti-floating pile at construction foundation pit bottom；
7th, the concrete bottom plate-girder and circular bottom plate between the stake of construction reinforced bar concrete column and armored concrete bearing pile；
8th, arrange on the inside of four root post stakes, and the hoistable platform of the landing with rotation is installed on guide rail；
9th, the external wall waterproof construction of each layer is carried out, and elevator and lighting installation are installed.
The circular exterior wall of the circular underground three-dimensional garage of the method construction is surrounded by concrete interlocking pile，Guan Liang is provided with the top of the concrete interlocking pile，The concrete interlocking pile is by armored concrete bearing pile、Plain concrete water-seal pile、Armored concrete support pile is engaged to be formed，The multi-storied garage inside center is provided with four reinforced concrete upright column stakes，The armored concrete bearing pile periphery is provided with connection steel cylinder one，Reinforced concrete upright column stake periphery is provided with connection steel cylinder two，Steel construction girder one is provided between connection steel cylinder one and the connection steel cylinder two in reinforced concrete upright column stake top portion at the top of the armored concrete bearing pile，Steel construction girder two is provided between the connection steel cylinder two in four reinforced concrete upright column stake tops portion，Steel construction girder three is provided between connection steel cylinder one and steel construction girder two at the top of the armored concrete bearing pile；The side of the steel construction girder one and steel construction girder three is provided with arc steel structure strutbeam one, is provided with steel construction strutbeam two between the arc steel structure strutbeam one and armored concrete bearing pile；Top concrete light steel truss structure plate is provided with the steel construction girder one, steel construction girder two, steel construction girder three and steel construction strutbeam one, steel construction strutbeam two；Reinforced concrete floor is provided between the connection steel cylinder one of the armored concrete bearing pile bottom and the connection steel cylinder two of reinforced concrete upright column stake bottom, concrete bottom plate-girder is provided between the reinforced concrete upright column stake of the reinforced concrete floor bottom and armored concrete bearing pile, the reinforced concrete floor bottom is provided with anti-floating pile, it is elevator in the middle of four reinforced concrete upright column stakes, the elevator is internally provided with hoistable platform, and top is provided with power machine room.
The guide rail being engaged with hoistable platform is provided with the inside of four reinforced concrete upright column stakes.
Rotary parking platform is provided with the top of the hoistable platform.
Multi-layer concrete light steel truss structure plate is set between the top concrete light steel truss structure plate and reinforced concrete floor.
The connection steel cylinder one and connection steel cylinder two are cylindrical structure, and which is internally provided with crossed stiffened plate.
The construction method of the present invention makes full use of the public lawn in cell, with concrete interlocking pile as wall, concrete light steel truss frame plate is laminate, in the way of contrary sequence method, build underground three-dimensional garage, solve a difficult problem for urban congestion, assembling type steel structure beam and concrete light steel truss frame plate are after construction is finished simultaneously, next layer underground garage is excavated immediately can, and reach some strength without waiting for concrete and could meet safe excavation condition, steel structure girder is factorial praluction with light steel truss structure plate, therefore each layer of construction period can shorten half, contrary sequence method can shorten the ground construction duration simultaneously, circular multilayer multi-storied garage can greatly reduce the floor space in garage, parking stall plot ratio is high, make full use of land resource, can be constructed with underground three-dimensional garage short to resident's interference time, guarantee that periphery is built（Structure）The safety of thing is built, is adapted to the variously-shaped and public underground space of area, therefore with wide market prospects.
Description of the drawings
Fig. 1 is circular stereo garage structure top view of the present invention；
Fig. 2 is sectional views of the Fig. 1 in A-A directions；
Fig. 3 is the sectional view that the present invention connects steel cylinder one.
Specific embodiment
A kind of method of underground three-dimensional garage of safely and fast constructing，Such as Fig. 1、2、Shown in 3，As a example by building two layer garages，The multi-storied garage circle exterior wall is surrounded by concrete interlocking pile 23，Guan Liang 5 has been poured at the top of the concrete interlocking pile 23，The concrete interlocking pile 23 is by armored concrete bearing pile 2、Plain concrete water-seal pile 3、The occlusion of armored concrete support pile 4 is formed，The multi-storied garage inside center is fixed with four reinforced concrete upright column stakes 1，2 periphery of armored concrete bearing pile is socketed with connection steel cylinder 1，1 periphery of reinforced concrete upright column stake is socketed with connection steel cylinder 2 16，Welded steel structure girder 1 between the connection steel cylinder 2 16 at the top of connection steel cylinder 1 and reinforced concrete upright column stake 1 at the top of the armored concrete bearing pile 2，Welded steel structure girder 2 18 between connection steel cylinder 2 16 at the top of four reinforced concrete upright column stakes 1，Welded steel structure girder 3 19 between connection steel cylinder 1 and steel construction girder 2 18 at the top of the armored concrete bearing pile 2；Weld arc steel structure strutbeam 1, welded steel structure strutbeam 27 between the arc steel structure strutbeam 1 and armored concrete bearing pile 2 in the side of the steel construction girder 1 and steel construction girder 3 19；Top concrete light steel truss structure plate 6 is welded on the steel construction girder 1, steel construction girder 2 18, steel construction girder 3 19 and steel construction strutbeam 1, steel construction strutbeam 27；Reinforced concrete floor 13 has been poured between the connection steel cylinder 2 16 of 1 bottom of connection steel cylinder 1 and reinforced concrete upright column stake of 2 bottom of armored concrete bearing pile, concrete bottom plate-girder 15 has been poured between the reinforced concrete upright column stake 1 of 13 bottom of the reinforced concrete floor and armored concrete bearing pile 2,13 bottom of the reinforced concrete floor is fixed with anti-floating pile 12, it is elevator 21 in the middle of four reinforced concrete upright column stakes 1, hoistable platform 10 is fixed with inside the elevator 21, top is provided with power machine room 22.
The guide rail 11 being engaged with hoistable platform 10 is provided with the inside of four reinforced concrete upright column stakes 1.Rotation parking is provided with the top of the hoistable platform 10 and turns platform 9.
Between the top concrete light steel truss structure plate 6 and reinforced concrete floor 13, multi-layer concrete light steel truss structure plate 6 can be set.
The connection steel cylinder 1 and connection steel cylinder 2 16 are cylindrical structure, and which is internally provided with crossed stiffened plate 8.
The above, the only present invention preferably specific embodiment, but the scope of the present invention is not limited thereto, for example, arrange sandwich construction using other materials in multi-storied garage, be all included within the scope of the present invention.
Claims (6)
1. it is a kind of safely and fast construct underground three-dimensional garage method, it is characterised in that comprise the steps：
First, circular cell greenery patches is selected, is excavated at the 1.5m of greenery patches to underground, construction reinforced bar concrete supporting pile, plain concrete water-seal pile, the concrete interlocking pile of armored concrete support pile occlusion, as circular stereo garage exterior wall, then four reinforced concrete upright column stakes in multi-storied garage of constructing；
Secondly, after multi-storied garage exterior wall and reinforced concrete upright column pile driving construction complete a week, the welded steel structure girder one between the connection steel cylinder one and the connection steel cylinder two in reinforced concrete upright column stake top portion at the top of armored concrete bearing pile, the welded steel structure girder two between the connection steel cylinder two in four reinforced concrete upright column stake top portions, the welded steel structure girder three between the connection steel cylinder one and steel construction girder two at the top of armored concrete bearing pile；Arc steel structure strutbeam one, welded steel structure strutbeam two between the arc steel structure strutbeam one and armored concrete bearing pile are welded in the side of steel construction girder one and steel construction girder three；Then top concrete light steel truss structure plate is welded on steel construction girder one, steel construction girder two, steel construction girder three and steel construction strutbeam one, steel construction strutbeam two, power machine room of constructing；
3rd, after the completion of the construction of multi-storied garage top concrete light steel truss structure plate, by the elevator in the middle of four root post stakes, mining clay, excavates to negative one layer garage ground depth from inside to outside；
4th, after concrete light steel truss board concrete reaches design strength, recover greening or communal facility on raising-plate；
5th, by the construction procedure for repeating second step, the steel structure girder and concrete light steel truss frame plate constructed as multi-storied garage negative one layer, by the elevator in the middle of four root post stakes, mining clay, excavates to the depth of negative two-layer garage floor beams from inside to outside；
6th, the anti-floating pile at construction foundation pit bottom；
7th, the concrete bottom plate-girder and circular bottom plate between the stake of construction reinforced bar concrete column and armored concrete bearing pile；
8th, arrange on the inside of four root post stakes, and the hoistable platform of the landing with rotation is installed on guide rail；
9th, the external wall waterproof construction of each layer is carried out, and elevator and lighting installation are installed.
2. method according to claim 1, its feature is：The circular underground three-dimensional garage of the method construction
Circular exterior wall by concrete interlocking pile（23）Surround, the concrete interlocking pile（23）Top is provided with Guan Liang（5）, the concrete interlocking pile（23）By armored concrete bearing pile（2）, plain concrete water-seal pile（3）, armored concrete support pile（4）Occlusion is formed, and the multi-storied garage inside center is provided with four reinforced concrete upright column stakes（1）, the armored concrete bearing pile（2）Periphery is provided with connection steel cylinder one（14）, reinforced concrete upright column stake（1）Periphery is provided with connection steel cylinder two（16）, the armored concrete bearing pile（2）The connection steel cylinder one at top（14）With reinforced concrete upright column stake（1）The connection steel cylinder two at top（16）Between be provided with steel construction girder one（17）, four reinforced concrete upright column stakes（1）The connection steel cylinder two at top（16）Between be provided with steel construction girder two（18）, the armored concrete bearing pile（2）The connection steel cylinder one at top（14）With steel construction girder two（18）Between be provided with steel construction girder three（19）；The steel construction girder one（17）With steel construction girder three（19）Side be provided with arc steel structure strutbeam one（20）, the arc steel structure strutbeam one（20）With armored concrete bearing pile（2）Between be provided with steel construction strutbeam two（7）；The steel construction girder one（17）, steel construction girder two（18）, steel construction girder three（19）With steel construction strutbeam one（20）, steel construction strutbeam two（7）On be provided with top concrete light steel truss structure plate（6）；The armored concrete bearing pile（2）The connection steel cylinder one of bottom（14）With reinforced concrete upright column stake（1）The connection steel cylinder two of bottom（16）Between be provided with reinforced concrete floor（13）, the reinforced concrete floor（13）The reinforced concrete upright column stake of bottom（1）With armored concrete bearing pile（2）Between be provided with concrete bottom plate-girder（15）, the reinforced concrete floor（13）Bottom is provided with anti-floating pile（12）, four reinforced concrete upright column stakes（1）Middle is elevator（21）, the elevator（21）It is internally provided with hoistable platform（10）, top is provided with power machine room（22）.
3. method according to claim 2, its feature is：Four reinforced concrete upright column stakes（1）Inner side is provided with and hoistable platform（10）The guide rail being engaged（11）.
4. method according to claim 2, its feature is：The hoistable platform（10）Top is provided with rotary parking platform（9）.
5. method according to claim 1, its feature is：The top concrete light steel truss structure plate（6）With reinforced concrete floor（13）Between arrange multi-layer concrete light steel truss structure plate（6）.
6. method according to claim 1, its feature is：The connection steel cylinder one（14）With connection steel cylinder two（16）For cylindrical structure, which is internally provided with crossed stiffened plate (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201610000311.7A CN106545029A (en) | 2016-01-03 | 2016-01-03 | A kind of underground space safely and fast construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610000311.7A CN106545029A (en) | 2016-01-03 | 2016-01-03 | A kind of underground space safely and fast construction method |
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| CN106545029A true CN106545029A (en) | 2017-03-29 |
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| CN201610000311.7A Pending CN106545029A (en) | 2016-01-03 | 2016-01-03 | A kind of underground space safely and fast construction method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165447A (en) * | 2017-04-24 | 2017-09-15 | 北京四季快安科技有限公司 | The method of construction in underground cylinder garage |
| CN108643625A (en) * | 2018-05-28 | 2018-10-12 | 山东科技大学 | The building structure of vertical circulation class underground parking garage and its construction method in urban district |
| CN115075291A (en) * | 2021-03-15 | 2022-09-20 | 朴真甘 | Underground warehouse modular structure using prefabricated segment vertical hole and construction method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04336174A (en) * | 1991-05-13 | 1992-11-24 | Giken Seisakusho Co Ltd | Underground parking |
| JPH08253946A (en) * | 1995-03-17 | 1996-10-01 | Fujita Corp | Reverse placing method for concrete of underground structure under road |
| CN2589594Y (en) * | 2002-12-02 | 2003-12-03 | 王耀龙 | Cylindrical three-dimensional intelligent garage |
| CN1563612A (en) * | 2004-03-15 | 2005-01-12 | 中国第二十冶金建设公司 | Construction method for underground structure through half reverse course of action of inverting connection |
| CN102777065A (en) * | 2012-08-13 | 2012-11-14 | 杭州南联地基基础工程有限公司 | Reverse building method for lifting-type bucket-shaped underground garage |
| CN103410353A (en) * | 2013-08-21 | 2013-11-27 | 夏健鸣 | Garage steel framework and installation process |
| CN103981898A (en) * | 2014-05-12 | 2014-08-13 | 铁道第三勘察设计院集团有限公司 | Integral open-excavation node top-down underground engineering construction method |
| CN104032838A (en) * | 2014-05-26 | 2014-09-10 | 湖北弘毅钢结构工程有限公司 | Connection joint of concrete filled steel tubular column and beams |
| CN104912200A (en) * | 2015-05-27 | 2015-09-16 | 中建地下空间有限公司 | Building method of underground shallow layer fully automatic parking garage |
-
2016
- 2016-01-03 CN CN201610000311.7A patent/CN106545029A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04336174A (en) * | 1991-05-13 | 1992-11-24 | Giken Seisakusho Co Ltd | Underground parking |
| JPH08253946A (en) * | 1995-03-17 | 1996-10-01 | Fujita Corp | Reverse placing method for concrete of underground structure under road |
| CN2589594Y (en) * | 2002-12-02 | 2003-12-03 | 王耀龙 | Cylindrical three-dimensional intelligent garage |
| CN1563612A (en) * | 2004-03-15 | 2005-01-12 | 中国第二十冶金建设公司 | Construction method for underground structure through half reverse course of action of inverting connection |
| CN102777065A (en) * | 2012-08-13 | 2012-11-14 | 杭州南联地基基础工程有限公司 | Reverse building method for lifting-type bucket-shaped underground garage |
| CN103410353A (en) * | 2013-08-21 | 2013-11-27 | 夏健鸣 | Garage steel framework and installation process |
| CN103981898A (en) * | 2014-05-12 | 2014-08-13 | 铁道第三勘察设计院集团有限公司 | Integral open-excavation node top-down underground engineering construction method |
| CN104032838A (en) * | 2014-05-26 | 2014-09-10 | 湖北弘毅钢结构工程有限公司 | Connection joint of concrete filled steel tubular column and beams |
| CN104912200A (en) * | 2015-05-27 | 2015-09-16 | 中建地下空间有限公司 | Building method of underground shallow layer fully automatic parking garage |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165447A (en) * | 2017-04-24 | 2017-09-15 | 北京四季快安科技有限公司 | The method of construction in underground cylinder garage |
| CN108643625A (en) * | 2018-05-28 | 2018-10-12 | 山东科技大学 | The building structure of vertical circulation class underground parking garage and its construction method in urban district |
| CN108643625B (en) * | 2018-05-28 | 2020-02-28 | 山东科技大学 | Urban vertical circulation type underground parking garage building structure and construction method thereof |
| CN115075291A (en) * | 2021-03-15 | 2022-09-20 | 朴真甘 | Underground warehouse modular structure using prefabricated segment vertical hole and construction method |
| CN115075291B (en) * | 2021-03-15 | 2024-01-26 | 朴真甘 | Underground warehouse modularized structure utilizing prefabricated segment vertical holes and construction method |
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Application publication date: 20170329 |
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