CN1970897A - Method and device for building underground space structure for established building by using public land - Google Patents

Method and device for building underground space structure for established building by using public land Download PDF

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Publication number
CN1970897A
CN1970897A CN 200510048591 CN200510048591A CN1970897A CN 1970897 A CN1970897 A CN 1970897A CN 200510048591 CN200510048591 CN 200510048591 CN 200510048591 A CN200510048591 A CN 200510048591A CN 1970897 A CN1970897 A CN 1970897A
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China
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underground space
steel
existing building
steel tube
concrete pile
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CN 200510048591
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Chinese (zh)
Inventor
张准胜
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张准胜
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Priority to CN 200510048591 priority Critical patent/CN1970897A/en
Publication of CN1970897A publication Critical patent/CN1970897A/en

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Abstract

The invention relates to a building method for underground space structure with existing building and common land, and the equipment. By said method and equipment, the development for underground space with existing building and common land is realized safely, quickly, economically at a large scale.

Description

Construct the method and apparatus of underground space structure under existing building and the public land
Technical field:
The present invention relates to building engineering field, particularly relate to the method and apparatus of constructing underground space structure under a kind of existing building and the public land.
Background technology:
Along with China's rapid economic development, the progress of Development of China's Urbanization is more and more fast, and cities and towns scale and quantity constantly enlarge and increases.By in 2001, the whole nation was established the city, city and is reached 662,20,358 of organic towns, and the level of urbanization reaches 37 seven percent.Urban population is more and more many, and city automobile is more and more many, and the urban space is more and more little, more and more crowded.All scarce resources of following the relevant architectural space commodity in soil all to become the city such as dwelling house, parking lot, retail shop, price soars all the way.
According to interrelated data: soil generaI investigation in 1996,19.5 hundred million mu of China's arable areas.1999, country formulated the policy goals that kept 19.2 hundred million mu of arable lands in 2010.By 2003, national arable area fell sharply to 18.5 hundred million mu.Calculate with the present population of China, China needs 1,000,000,000,000 jin in grain every year, and reduces because of the arable land, and China's grain yield did not reach this number in recent years.Estimate the year two thousand twenty, China's population 1,500,000,000 nearly.Reach and keep well-to-do level, basic farmland commonly used need remain on per capita on 1 mu the level, and China's basic farmland commonly used only has been left 15.78 hundred million mu at present.Saving the urban land, effectively develop the urban space, is the significant problem concerning China's sustainable economic development.
The urban space exploitation comprises the exploitation of plane, city, aboveground space exploitation, three aspects of underground space development.The exploitation of plane, city at first is to do the planning of plane, city well, handles the old urban area well and transforms the contradiction that develops with Xincheng District, and present many cities are sticking at the work of this respect.Aboveground space exploitation in city is relatively paid attention in the metropolis, has built up more than 5000 of high building more than hundred meters at present as Shanghai City, to the transformation of existing tier building, add layer, install elevator additional, the roof utilization transforms and all comes into one's own.Urban land mainly is that existing building and public land constitute from the plane, and urban underground space also mainly is meant the space under city existing building and the public land.Urban underground space develop domestic familiar be subway, people's air defense facility and new building basement, and the underground space development under a large amount of existing buildings in city and the public land also rarely has what is heard owing to be subjected to the restriction of technology and economic condition.Also there are not at present to find to properly settle the mature technology and the corollary apparatus of the problems referred to above.
The present invention addresses the above problem building displacement technology, existing building damping renovation technique and the pile foundation technology that related correlation technique is the building engineering field maturation.
Summary of the invention:
Main purpose of the present invention provides the method and apparatus of constructing underground space structure under a kind of technical maturation, practicality economically, quick construction, eco-friendly existing building and the public land, makes to large-scale develop and utilize urban underground space and become possibility.
The present invention is achieved in that
Construct the method for underground space structure under a kind of existing building and the public land, its process flow is: 1. by existing standard existing building and adjacent building are reinforced, the attachment on the peripheral soil such as trees, electric wire, pipeline etc. are moved; 2. press the intercolumniation of underground space structure design and demarcate ground location; On ground, peripheral soil drill steel reinforced concrete or steel tube concrete pile to projected depth; 4. downslide beam and downslide beam linking beam are set on existing building basic engineering height and direction of displacement, steel concrete steel tube concrete pile is close or sustained height on the underground space structure first floor horizontal frame formed of beam in length and breadth is set, beam and steel concrete or steel tube concrete pile node are provided with downslide beam and downslide beam linking beam by design height on its existing building direction of displacement and are connected with the downslide beam that is provided with on the existing building basis by design planting rebar or welding in length and breadth for they; 5. thrust or puller system, slippage or device for rolling and moving are set on the downslide beam; 6. sliding beam is set on existing building downslide beam slippage or device for rolling and moving, lifts wall beam and linking beam thereof, connection makes it become movably horizontal frame between incision existing building slide down beam; 7. existing building moves on the glide path of public land under external force; 8. clear up existing building basis and downslide beam, and in its scope by calibration position drill steel reinforced concrete or steel tube concrete pile to projected depth, the underground space structure first floor horizontal frame of beam composition in length and breadth is set on steel concrete or steel tube concrete pile design height, beam and steel concrete or steel tube concrete pile node recover downslide beam, downslide beam linking beam and slippage or device for rolling and moving by design planting rebar or welding on horizontal frame in length and breadth for they; 9. existing building travelling backwards under external force is to original position, be rigidly connected between the slide down beam or the slide down beam between damping device is set and removes slippage or device for rolling and moving; 10. underground space structure first floor horizontal frame floor plate is set, carries out waterproof, antiseepage processing, and reserve the horizontal or vertical passage of underground construction; 11. recover the facility on existing building indoor and outdoor terrace and the peripheral soil, construction goes underground; 12. the earthwork above the cleaning underground space structure second layer horizontal frame, repair, steel concrete or steel tube concrete pile are underground space structure first floor frame column between back-up coat, the underground space structure second layer horizontal frame formed of beam and floor plate in length and breadth is set on steel concrete or steel tube concrete pile design height, its in length and breadth beam and steel concrete or steel tube concrete pile node by design planting rebar or welding, retaining wall is set and carries out waterproof around the underground space, antiseepage is handled, and interlayer is provided with ventilating shaft by design, piping shaft, elevator shaft, staircase, shear wall is also pressed function of use at interval; Can make the multilayer underground space structure 13. repeat 12 described programs, its bottom is raft foundation or box basis and carries out waterproof, antiseepage processing.
When constructing underground space structure when existing building under the dismountable or public land, the said method process flow changes to: 1. attachment on pair public land such as trees, electric wire, pipeline etc. move, and the building that is worth is without reserve removed; 2. press the intercolumniation of underground space structure design and demarcate ground location; On public land ground drill steel reinforced concrete or steel tube concrete pile to projected depth; 4. the underground space structure first floor horizontal frame formed of beam in length and breadth is set on steel concrete or steel tube concrete pile design height, its in length and breadth beam and steel concrete or steel tube concrete pile node by designing planting rebar or welding; 5. underground space structure first floor horizontal frame floor plate is set, carries out waterproof, antiseepage processing, and reserve the horizontal or vertical passage of underground construction; 6. the ground installation on the recovery public land, construction goes underground; 7. the earthwork above the cleaning underground space structure second layer horizontal frame, repair, steel concrete or steel tube concrete pile are underground space structure first floor frame column between back-up coat, the underground space structure second layer horizontal frame formed of beam and floor plate in length and breadth is set on steel concrete or steel tube concrete pile design height, its in length and breadth beam and steel concrete or steel tube concrete pile node by design planting rebar or welding, retaining wall is set and carries out waterproof around the underground space, antiseepage is handled, and interlayer is provided with ventilating shaft by design, piping shaft, elevator shaft, staircase, shear wall is also pressed function of use at interval; 8. repeat 7 described programs and can make the multilayer underground space structure, its bottom is raft foundation or box basis and carries out waterproof, antiseepage processing.
Construct the device of underground space structure under a kind of existing building and the public land, comprise: going up on the existing building slided beam, lift wall beam and linking beam thereof, downslide beam and linking beam thereof on the underground space structure first floor horizontal frame, slippage between the slide down beam or device for rolling and moving, existing building and public land are pressed steel concrete or the steel tube concrete pile that design attitude distributes down, the beam in length and breadth of each layer of underground space structure, floor plate, the horizontal frame that the post node is formed, the waterproof that is provided with around the underground space, the retaining wall of antiseepage, the frame column that interlayer is provided with, ventilating shaft, piping shaft, elevator shaft, staircase, shear wall and partition wall, the waterproof that underground space bottom is provided with, the raft foundation of antiseepage or box basis.
The underground space of utilizing above-mentioned method and apparatus to construct can be divided into by function of use: 1. and civilian, as dwelling house, storage room, garage etc.; 2. industry is as warehouse, factory building etc.; 3. commercial, as market, hotel, restaurant, commercial affairs etc.; 4. public, as hospital, school, parking lot, office, people's air defense etc.
The invention has the beneficial effects as follows: 1. save the soil, ground can be afforested, and helps environment; 2. cool in summer and warm in winter, can save a large amount of energy; 3. quick construction, underground construction disturbs little to ground; 4. construction safety, cost is low.Utilize above-mentioned method and apparatus, can be safely, quick, environmental protection, realize that the underground space under city existing building and the public land develops on a large scale economically, thus the land resources of saves valuable.
Description of drawings:
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1, Fig. 2, Fig. 3 are schematic flow sheets of the present invention.
In above-mentioned figure: 1 existing building; 2 publics land; Sliding beam on 3; 4 slippages or device for rolling and moving; 5 thrusts or puller system; 6 downslide beams; 7 existing building bases; 8 steel concrete or steel tube concrete pile; 9 first floor horizontal frames; 10 post nodes; 11 second layer horizontal frames; 12 bottom raft plates or box basis; Retaining wall around 13; 14 damping devices; The 15 underground soil bodys; 16 n layer horizontal frame; Fixture between the 17th buildings.
The specific embodiment:
Embodiment 1: referring to Fig. 1, Fig. 2, Fig. 3.Certain one residential district, city, six layers, the building is wide 12 meters, and overlooking building (1) apart from 3 meters of Systems of Red Line in Planning Based, 20 meters of floor intervals; Construct the underground space two floor between overlooking building (1) and building under the public land (2), first floor is done the market, and the second layer is done the underground parking.Process flow is as follows: 1. by existing standard overlooking building (1) is reinforced, construct apart from Systems of Red Line in Planning Based, 2 meters of adjacent building and reinforce stake (17), the attachment on the peripheral soil such as trees, electric wire, pipeline etc. are moved; 2. press the intercolumniation of underground space structure design and demarcate ground location, 6 meters of intercolumniations; Demarcate between the building on the ground location bore 4., 5., 6., 7. steel concrete or steel tube concrete pile (8) be to projected depth; 4. on overlooking building (1) basis (7) design height and direction of displacement, downslide beam and downslide beam linking beam (3) are set, steel concrete steel tube concrete pile (8) is close or sustained height on the underground space structure first floor horizontal frame (9) formed of beam in length and breadth is set, beam and steel concrete or steel tube concrete pile node (10) are provided with downslide beam and downslide beam linking beam (6) and go up the downslide beam (6) that is provided with overlooking building (1) basis (7) by design height on its direction of displacement and be connected by design planting rebar or welding in length and breadth for they; 5. thrust or puller system (5), slippage or device for rolling and moving (4) are set on downslide beam (6); 6. sliding beam is set on overlooking building (1) downslide beam (6) slippage or device for rolling and moving (4), lifts wall beam and linking beam (3) thereof, cut to connect between overlooking building (1) slide down beam (3) (6) and make it become movably horizontal frame; 7. overlooking building (1) moves on the downslide beam (6) of public land between the building (2) under external force; 8. clear up basis, overlooking building (1) (7) and downslide beam (6), and in its scope by calibration position bore 1., 2., 3. steel concrete or steel tube concrete pile (8) be to projected depth, the underground space structure first floor horizontal frame (9) of beam composition in length and breadth is set on steel concrete or steel tube concrete pile (8) design height, beam and steel concrete or steel tube concrete pile node (10) are gone up at horizontal frame (9) and to be recovered downslide beam, downslide beam linking beam (6) and slippage or device for rolling and moving (4) by design planting rebar or welding in length and breadth for they; 9. overlooking building (1) moves to original position next time in external force (5) effect, be rigidly connected between slide down beam (3) (6) or slide down beam (3) (6) between damping device (14) is set and removes slippage or device for rolling and moving (4); 10. underground space structure first floor horizontal frame floor plate (9) is set, carries out waterproof, antiseepage processing, and reserve the horizontal or vertical passage of underground construction.11. recover the facility on overlooking building (1) indoor and outdoor terrace and peripheral soil (2), construction goes underground; 12. the earthwork above the cleaning underground space structure second layer horizontal frame (11), repair, steel concrete or steel tube concrete pile (8) are underground space structure first floor frame column (8) between back-up coat, the underground space structure second layer horizontal frame (11) formed of beam and floor plate in length and breadth is set on steel concrete or steel tube concrete pile (8) design height, its in length and breadth beam and steel concrete or steel tube concrete pile node (10) by design planting rebar or welding, retaining wall (13) is set and carries out waterproof around the underground space, antiseepage is handled, and interlayer is provided with ventilating shaft by design, piping shaft, elevator shaft, staircase, shear wall is also pressed function of use at interval; 13. the 12 described programs that repeat are made the second underground space structure layer, its bottom is raft foundation (12) and carries out waterproof, antiseepage processing.
Embodiment 2: referring to Fig. 4.Construct 12 layers of underground space structures under certain down town public green space (2), first floor is a public area, and second and third layer is the parking lot, and it can be used as government's low-rent housing at ordinary times down for the people's air defense facility; 8 meters of intercolumniations, wide 40 meters, dark 40 meters.It constructs process flow: 1. attachment on pair public green space such as trees, electric wire, pipeline etc. move, and the building that is worth is without reserve removed; 2. press the intercolumniation of underground space structure design and demarcate ground location; 3. on public green space (2) ground, bore 1., 2., 3., 4., 5., 6. steel concrete or steel tube concrete pile (8) be to projected depth; 4. the underground space structure first floor horizontal frame (9) formed of beam in length and breadth is set on steel concrete or steel tube concrete pile (8) design height, its in length and breadth beam and steel concrete or steel tube concrete pile node (10) by designing planting rebar or welding; 5. underground space structure first floor horizontal frame floor plate (9) is set, carries out waterproof, antiseepage processing, and reserve the horizontal or vertical passage of underground construction; 6. recover the ground installation on the public green space (2), construction goes underground; 7. the earthwork above the cleaning underground space structure second layer horizontal frame (11), repair, steel concrete or steel tube concrete pile (8) are underground space structure first floor frame column (8) between back-up coat, the underground space structure second layer horizontal frame (11) formed of beam and floor plate in length and breadth is set on steel concrete or steel tube concrete pile (8) design height, its in length and breadth beam and steel concrete or steel tube concrete pile node (10) by design planting rebar or welding, retaining wall (13) is set and carries out waterproof around the underground space, antiseepage is handled, and interlayer is provided with ventilating shaft by design, piping shaft, elevator shaft, staircase, shear wall is also pressed function of use at interval; 8. the 7 described programs that repeat are successively made the second to the 12 underground space structure layer, its bottom be raft foundation or box basis (12) and carry out waterproof, antiseepage is handled.

Claims (3)

1. construct the method and apparatus of underground space structure under existing building and the public land, the process flow that it is characterized in that its method is: 1). by existing standard existing building and adjacent building are reinforced, the attachment on the peripheral soil such as trees, electric wire, pipeline etc. are moved; 2). the intercolumniation of pressing the underground space structure design is demarcated ground location; 3). drill steel reinforced concrete or steel tube concrete pile are to projected depth on peripheral public land ground; 4). downslide beam and downslide beam linking beam are set on existing building basic engineering height and direction of displacement, steel concrete steel tube concrete pile is close or sustained height on the underground space structure first floor horizontal frame formed of beam in length and breadth is set, beam and steel concrete or steel tube concrete pile node are provided with downslide beam and downslide beam linking beam by design height on its existing building direction of displacement and are connected with the downslide beam that is provided with on the existing building basis by design planting rebar or welding in length and breadth for they; 5). thrust or puller system, slippage or device for rolling and moving are set on the downslide beam; 6). sliding beam is set on existing building downslide beam slippage or device for rolling and moving, lifts wall beam and linking beam thereof, connection makes it become movably horizontal frame between incision existing building slide down beam; 7). existing building moves on the glide path of public land under external force; 8). cleaning existing building basis and downslide beam, and in its scope by calibration position drill steel reinforced concrete or steel tube concrete pile to projected depth, the underground space structure first floor horizontal frame of beam composition in length and breadth is set on steel concrete or steel tube concrete pile design height, beam and steel concrete or steel tube concrete pile node recover downslide beam, downslide beam linking beam and slippage or device for rolling and moving by design planting rebar or welding on horizontal frame in length and breadth for they; 9). existing building travelling backwards under external force is to original position, be rigidly connected between the slide down beam or the slide down beam between damping device is set and removes slippage or device for rolling and moving; 10). underground space structure first floor horizontal frame floor plate is set, carries out waterproof, antiseepage processing, and reserve the horizontal or vertical passage of underground construction; 11). recover the facility on existing building indoor and outdoor terrace and the peripheral soil, construction goes underground; 12). the earthwork above the cleaning underground space structure second layer horizontal frame, repair, steel concrete or steel tube concrete pile are underground space structure first floor frame column between back-up coat, the underground space structure second layer horizontal frame formed of beam and floor plate in length and breadth is set on steel concrete or steel tube concrete pile design height, its in length and breadth beam and steel concrete or steel tube concrete pile node by design planting rebar or welding, retaining wall is set and carries out waterproof around the underground space, antiseepage is handled, and interlayer is provided with ventilating shaft by design, piping shaft, elevator shaft, staircase, shear wall is also pressed function of use at interval; 13). repeat 12 described programs and can make the multilayer underground space structure, its bottom is raft foundation or box basis and carries out waterproof, antiseepage processing.
2. construct the method and apparatus of underground space structure under existing building according to claim 1 and the public land, when it is characterized in that when existing building constructing underground space structure under the dismountable or public land, above-mentioned process flow changes to: 1). and the attachment on the public land such as trees, electric wire, pipeline etc. are moved, the building that is worth is without reserve removed; 2). the intercolumniation of pressing the underground space structure design is demarcated ground location; 3). drill steel reinforced concrete or steel tube concrete pile are to projected depth on public land ground; 4). the underground space structure first floor horizontal frame formed of beam in length and breadth is set on steel concrete or steel tube concrete pile design height, its in length and breadth beam and steel concrete or steel tube concrete pile node by designing planting rebar or welding; 5). underground space structure first floor horizontal frame floor plate is set, carries out waterproof, antiseepage processing, and reserve the horizontal or vertical passage of underground construction; 6). recover the ground installation on the public land, construction goes underground; 7). the earthwork above the cleaning underground space structure second layer horizontal frame, repair, steel concrete or steel tube concrete pile are underground space structure first floor frame column between back-up coat, the underground space structure second layer horizontal frame formed of beam and floor plate in length and breadth is set on steel concrete or steel tube concrete pile design height, its in length and breadth beam and steel concrete or steel tube concrete pile node by design planting rebar or welding, retaining wall is set and carries out waterproof around the underground space, antiseepage is handled, and interlayer is provided with ventilating shaft by design, piping shaft, elevator shaft, staircase, shear wall is also pressed function of use at interval; 8). repeat 7 described programs and can make the multilayer underground space structure, its bottom is raft foundation or box basis and carries out waterproof, antiseepage processing.
3. construct the method and apparatus of underground space structure under existing building according to claim 1 and the public land, it is characterized in that its device comprises: going up on the existing building slided beam, lift wall beam and linking beam thereof, downslide beam and linking beam thereof on the underground space structure first floor horizontal frame, slippage between the slide down beam or device for rolling and moving, existing building and public land are pressed steel concrete or the steel tube concrete pile that design attitude distributes down, the beam in length and breadth of each layer of underground space structure, floor plate, the horizontal frame that the post node is formed, the waterproof that is provided with around the underground space, the retaining wall of antiseepage, the frame column that interlayer is provided with, ventilating shaft, piping shaft, elevator shaft, staircase, shear wall and partition wall, the waterproof that underground space bottom is provided with, the raft foundation of antiseepage or box basis.
CN 200510048591 2005-11-23 2005-11-23 Method and device for building underground space structure for established building by using public land CN1970897A (en)

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Cited By (15)

* Cited by examiner, † Cited by third party
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CN101725258A (en) * 2008-10-30 2010-06-09 上海天演建筑物移位工程有限公司 Integral jacking method of heritage buildings
CN102239309A (en) * 2009-05-08 2011-11-09 海瑞克股份公司 Method for erecting an underground construction
CN102661149A (en) * 2012-04-18 2012-09-12 中铁隧道集团三处有限公司 Construction method for transforming existing civil air defense sections into metro sections
CN102733619A (en) * 2012-06-06 2012-10-17 吉林建筑工程学院 Strengthening method for reinforced concrete frame structure
CN102108658B (en) * 2009-12-29 2012-10-31 上海市城市建设设计研究院 Construction method for modifying conventional structural slab into subway bed foundation
CN102913000A (en) * 2012-10-23 2013-02-06 山东建筑大学 Method for development and utilization of underground space by building moving
CN103195088A (en) * 2013-04-09 2013-07-10 重庆中设工程设计股份有限公司 Method for improving existing underground passage clearance on basis of pile foundation supporting
CN103790180A (en) * 2014-01-24 2014-05-14 刘献刚 Underground space building pile body construction method of and underground space building structure
CN103912134A (en) * 2014-03-21 2014-07-09 上海建工四建集团有限公司 Construction in-situ underground space structure and construction method
CN103924795A (en) * 2014-03-21 2014-07-16 上海建工四建集团有限公司 Existing building moving underground space structure and construction method
CN105089071A (en) * 2014-03-21 2015-11-25 刘献刚 Construction method for building pile of underground space
CN106592658A (en) * 2016-11-22 2017-04-26 叶香菲 Foundation construction method for demolishing and rebuilding house foundation
CN107119917A (en) * 2015-05-19 2017-09-01 叶长青 Increase the construction method of basement structure behind strip footing house
CN107143149A (en) * 2017-05-24 2017-09-08 广东省建筑科学研究院集团股份有限公司 A kind of existing masonry structure building sets up the construction method of basement
CN108590214A (en) * 2018-05-15 2018-09-28 大连久鼎特种建筑工程有限公司 Old residential area comprehensive reformation method

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CN101725258A (en) * 2008-10-30 2010-06-09 上海天演建筑物移位工程有限公司 Integral jacking method of heritage buildings
CN101725258B (en) * 2008-10-30 2012-09-19 上海天演建筑物移位工程有限公司 Integral jacking method of heritage buildings
CN102239309A (en) * 2009-05-08 2011-11-09 海瑞克股份公司 Method for erecting an underground construction
CN102239309B (en) * 2009-05-08 2013-11-06 海瑞克股份公司 Method for erecting an underground construction
CN102108658B (en) * 2009-12-29 2012-10-31 上海市城市建设设计研究院 Construction method for modifying conventional structural slab into subway bed foundation
CN102661149B (en) * 2012-04-18 2014-12-10 中铁隧道集团三处有限公司 Construction method for transforming existing civil air defense sections into metro sections
CN102661149A (en) * 2012-04-18 2012-09-12 中铁隧道集团三处有限公司 Construction method for transforming existing civil air defense sections into metro sections
CN102733619A (en) * 2012-06-06 2012-10-17 吉林建筑工程学院 Strengthening method for reinforced concrete frame structure
CN102733619B (en) * 2012-06-06 2014-12-10 吉林建筑工程学院 Strengthening method for reinforced concrete frame structure
CN102913000A (en) * 2012-10-23 2013-02-06 山东建筑大学 Method for development and utilization of underground space by building moving
CN102913000B (en) * 2012-10-23 2014-08-06 山东建筑大学 Method for development and utilization of underground space by building moving
CN103195088B (en) * 2013-04-09 2015-10-28 重庆中设工程设计股份有限公司 A kind of method of the raising existing ground channel clearance based on pile foundation support
CN103195088A (en) * 2013-04-09 2013-07-10 重庆中设工程设计股份有限公司 Method for improving existing underground passage clearance on basis of pile foundation supporting
CN105256825A (en) * 2014-01-24 2016-01-20 刘献刚 Building structure of underground space
CN105256828A (en) * 2014-01-24 2016-01-20 刘献刚 Building structure of underground space
CN105275011A (en) * 2014-01-24 2016-01-27 刘献刚 Construction method for building pile body in underground space
CN103790180A (en) * 2014-01-24 2014-05-14 刘献刚 Underground space building pile body construction method of and underground space building structure
CN103790180B (en) * 2014-01-24 2015-11-25 刘献刚 The building pile body construction method of the underground space and underground space building structure
CN105256829A (en) * 2014-01-24 2016-01-20 刘献刚 Building structure of underground space
CN105297772A (en) * 2014-01-24 2016-02-03 刘献刚 Construction method of building piles of underground space
CN105297719A (en) * 2014-01-24 2016-02-03 刘献刚 Construction method of building piles of underground space
CN105256832A (en) * 2014-03-21 2016-01-20 刘献刚 Building structure of underground space
CN105155533A (en) * 2014-03-21 2015-12-16 刘献刚 Construction method of underground space building pile
CN103924795A (en) * 2014-03-21 2014-07-16 上海建工四建集团有限公司 Existing building moving underground space structure and construction method
CN105275012A (en) * 2014-03-21 2016-01-27 刘献刚 Building structure of underground space
CN103912134A (en) * 2014-03-21 2014-07-09 上海建工四建集团有限公司 Construction in-situ underground space structure and construction method
CN105089071A (en) * 2014-03-21 2015-11-25 刘献刚 Construction method for building pile of underground space
CN107119917A (en) * 2015-05-19 2017-09-01 叶长青 Increase the construction method of basement structure behind strip footing house
CN106592658A (en) * 2016-11-22 2017-04-26 叶香菲 Foundation construction method for demolishing and rebuilding house foundation
CN106592658B (en) * 2016-11-22 2018-11-09 叶香菲 Tear down and build the foundation construction method of house foundation
CN107143149A (en) * 2017-05-24 2017-09-08 广东省建筑科学研究院集团股份有限公司 A kind of existing masonry structure building sets up the construction method of basement
CN107143149B (en) * 2017-05-24 2019-02-15 广东省建筑科学研究院集团股份有限公司 A kind of existing masonry structure building adds the construction method of basement
CN108590214A (en) * 2018-05-15 2018-09-28 大连久鼎特种建筑工程有限公司 Old residential area comprehensive reformation method

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