CN100371545C - Reversed construction method for building - Google Patents
Reversed construction method for building Download PDFInfo
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- CN100371545C CN100371545C CNB2005101342914A CN200510134291A CN100371545C CN 100371545 C CN100371545 C CN 100371545C CN B2005101342914 A CNB2005101342914 A CN B2005101342914A CN 200510134291 A CN200510134291 A CN 200510134291A CN 100371545 C CN100371545 C CN 100371545C
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Abstract
The present invention provides a reversed construction method for buildings, which does not need excavating construction holes at the upper part body of the building and improves construction efficiency. The present invention is characterized in that the superstructure and the substructure of the building is simultaneously carried out for construction; the substructure of the building is carried out for construction in a reversed method that from the relative reference surface, the construction is carried out layer by layer from top to bottom; during the construction, a composite post (1) as the vertical support of the superstructure and the substructure of the building is manufactured; the lower part of the composite post (1) is provided with a bearing disk and/or a branched post (3) and the upper part is provided with a concrete filled steel tube superimpose post (4), and the upper part and the lower part are combined from top to bottom. The superstructure of the building is carried out for construction in a reversed method that from the relative reference surface, the construction is carried out layer by layer from top to bottom.
Description
Field under the invention
The present invention relates to the construction technology of building.
The description of prior art
The architecture construction in past includes the adverse construction method method, according to this adverse construction method method, carry out the contrary work in basis, when the building main body needs bigger carrying, because when the foundation of contrary work, owing to do not construct fully in the basis, in the occasion of high-rise building, can't bear the huge load that the increase of superstructure adds up this moment, can't construct simultaneously in superstructure and underground building, at this moment, in this part, still need excavation and reserve building upper body construction hole, promptly the building main body is along the space of doing, after foundation construction finishes, carry out the suitable of building and do, the original idea of original adverse construction method method was intended to superstructure and substructure is constructed together, thereby saves the duration, but as mentioned above, in the occasion of high-rise building, superstructure and substructure can't be constructed simultaneously, excavation building upper body construction hole spended time and cost, thereby efficient is low, also needs to excavate building upper body construction hole.
Content of the present invention
Problem of the present invention is to provide a kind of reversed construction method of building, and the reversed construction method of this building can need not to excavate building upper body construction hole, and efficiency of construction improves.
The reversed construction method of building of the present invention, the reversed construction method of this building is performed such:
The superstructure and the substructure of building are constructed simultaneously;
The substructure of this building contrary is constructed as mode according to following, promptly, the relative datum face, successively construct from top to bottom, when construction, make compound pile as the vertical support component of building superstructure and substructure, in this compound pile, its underpart is the stake that has load dish and/or branch, and its top is rigid column, and both combine between the higher and lower levels;
The superstructure of building is constructed as mode according to suitable, that is, the relative datum face is successively constructed from the bottom up.
Reversed construction method according to building of the present invention, owing to adopt the bottom for having the stake of load dish and/or branch, its top is the two compound pile that combines between the higher and lower levels and be combined into for this rigid column, so make in the substructure of adverse construction method building, can bear the vertical load that adds up gradually of building superstructure, thus, can realize that the superstructure and the substructure of building construct simultaneously, like this, the efficiency of construction height, the construction period shortens greatly, the underground number of plies is many more, the number of plies is many more on the ground, and the construction period is saved more, is particularly suitable for the construction of high-rise building.When contrary the work, the stake that has load dish and/or branch is shorter, constructs easily, has brought into play the advantage of this stake.
In the reversed construction method of above-mentioned building, preferably the said reference face is ground, positive negative zero, underground certain floor plate, and according to following contrary when carrying out the construction of substructure as mode, exterior wall adopts diaphragm wall.
In the reversed construction method of above-mentioned building, best, according to following contrary when carrying out the construction of substructure as mode, every layer floor adopts close girt strip, and the common formation of its diaphragm wall with the outside plays the bigger horizontal support system of rigidity of stabilization to compound pile.According to this mode, can not increase under the condition of cost, obtain bigger horizontal rigidity.
In the reversed construction method of above-mentioned building, best, when the construction of the above-mentioned stake that has load dish and/or a branch, ground around it is carried out churning handle, thereby realize the churning ground and have the stake or the common bearing load of pile group of load dish and/or branch.According to this mode, can realize the stressed jointly of stake soil, and then can bear bigger upper load.
In the reversed construction method of above-mentioned building, best, above-mentioned rigid column is a steel tube concrete superposed column.When adopting steel tube concrete superposed column, because the vertical bearing capacity of this steel tube concrete superposed column is big especially, so be particularly suitable for making high-rise building.
In the reversed construction method of above-mentioned building, best, above-mentioned steel tube concrete superposed column is to make like this, and steel pipe is installed, and will manage the bottom and be connected with the stake top; Make high-strength concrete column core in the pipe; Outside steel pipe, make reinforcing cage; Outside steel pipe, fluid concrete.
In the adverse construction method method of above-mentioned building, best, during combine of the top of the bottom of steel tube concrete superposed column and the stake that has load dish and/or branch constructed, when laying steel column, at the place, aperture adjustable aperture is set instrument is installed, be beneficial to the adjustment of the level and the vertical direction of steel column.
In the adverse construction method method of above-mentioned building, best, above-mentioned rigid column is lattice column or shaped steel.When adopting lattice column, can be suitable for the partial structurtes structure, such as, the requirement of elevator shaft.
The specific embodiment
Below in conjunction with accompanying drawing, the reversed construction method as the building of embodiments of the invention is specifically described in the mode of embodiment.
Fig. 1 is the 1st stage diagram of reversed construction method of the building of embodiments of the invention;
Fig. 2 is the 2nd stage diagram of reversed construction method of the building of embodiments of the invention;
Fig. 3 is the 3rd stage diagram of reversed construction method of the building of embodiments of the invention;
Fig. 4 is the 4th stage diagram of reversed construction method of the building of embodiments of the invention;
Fig. 5 is the 5th stage diagram of reversed construction method of the building of embodiments of the invention;
Fig. 6 is the 6th stage diagram of reversed construction method of the building of embodiments of the invention.
The object that the reversed construction method of the building of employing embodiments of the invention is constructed is that underground structure has 4 layers, top Be the building of high-rise building with podium, as shown in Figure 1, this state is that the contrary of building of embodiments of the invention executed The 1st stage diagram of worker's method in this stage, carries out the construction of diaphram wall 2, makes as building superstructure and bottom The compound pile 1 of the vertical support component of structure, in this compound pile 1, its underpart is the stake with force bearing disk and/or branch 3, its top is this steel tube concrete superposed column 4, and insert with force bearing disk and/or branch the bottom of this steel tube concrete superposed column 4 Stake 3 top in, then, the 1st cubic metre of earth is adopted the benzvalene form open cut, ground needs height and the slope, outdoor ground of diaphragm wall 2 highly suitable, Reserve the about 10m of basin limit soil, carried out the earthwork according to 1: 1 and put the slope, with dig with cast concrete bed course 5 (thickness 150～200mm).
Then, carry out the stage shown in Figure 2, this stage is the 2nd rank of reversed construction method of the building of embodiments of the invention Section, in this stage, on the concrete cushion 5 of having poured into a mould, branching standing template, cast B1 top board 6 is reserved soil outlet 7, the part is carried out at this position strengthen.
Then, carry out the stage shown in Figure 3, this stage is the 3rd stage of reversed construction method of the building of embodiments of the invention, in this stage, stripping digs basin limit soil, with digging with the concrete cushion 5 that waters this position, at this position formwork grillage and casting and constructing B1 floor 8 and core tube shear wall, reserve soil outlet 7, the part is carried out at this position strengthen, simultaneously along making construction one, two layer of podium structure 14 on the ground.
Afterwards, carry out the stage shown in Figure 4, this stage is the 4th stage of reversed construction method of the building of embodiments of the invention, in this stage, and the contrary tunneling second layer soil of doing, with digging with the concrete cushion 5 that waters this position, at this position formwork grillage and underground two floor plates 9 of casting and constructing and core tube shear wall, reserve soil outlet 7, part reinforcement is carried out at this position, above-mentioned contrary make substructure in, along making construction three, four layers of podium structure 10 on the ground.
Then, carry out the stage shown in Figure 5, this stage is the 5th stage of reversed construction method of the building of embodiments of the invention, contrary make the 3rd layer of soil of tunneling, with digging, at this position formwork grillage and underground two floor plates 11 of casting and constructing and core tube shear wall with the concrete cushion 5 that waters this position, reserve soil outlet 7, the part is carried out at this position strengthens, above-mentioned contrary make substructure in, along making construction five, six layers of podium structure 12 on the ground.
Afterwards, carry out the stage shown in Figure 6, this stage is the 6th stage of reversed construction method of the building of embodiments of the invention, contrary the 4th layer of soil of tunneling of doing, with digging with the concrete cushion 5 that waters this position, at this position formwork grillage and casting and constructing basement bottom board 13 and core tube shear wall, above-mentioned contrary make substructure in, along seven～nine layers of podium structure 15 in do construction ground, and carry out decorative engineering.After the basement bottom board construction was finished, beginning was along making inner lining construction wall, core tube shear wall internal construction.
Claims (8)
1. the reversed construction method of a building, the reversed construction method of this building is performed such:
The superstructure and the substructure of building are constructed simultaneously;
The substructure of this building contrary is constructed as mode according to following, promptly, the relative datum face, successively construct from top to bottom, when construction, make compound pile as the vertical support component of building superstructure and substructure, in this compound pile, its underpart is the stake that has load dish and/or branch, and its top is this rigid column, and both combine between the higher and lower levels;
The superstructure of building is constructed as mode according to suitable, that is, the relative datum face is successively constructed from the bottom up.
2. the reversed construction method of building according to claim 1 is characterized in that the said reference face is ground, positive negative zero, underground certain floor plate, and according to following contrary when carrying out the construction of substructure as mode, exterior wall adopts diaphragm wall.
3. the reversed construction method of building according to claim 2, it is characterized in that according to following contrary when carrying out the construction of substructure as mode, every layer floor adopts close girt strip, and the diaphragm wall in itself and the outside is common to constitute the bigger horizontal support system of rigidity that compound pile is played stabilization.
4. the adverse construction method method of building according to claim 1, it is characterized in that above-mentioned have load dish and/or branch the stake construction the time, ground around it is carried out churning handle, thereby realize churning ground and the stake or the common bearing load of pile group that have load dish and/or branch.
5. the adverse construction method method of building according to claim 1 is characterized in that above-mentioned rigid column is a steel tube concrete superposed column.
6. the adverse construction method method of building according to claim 5 is characterized in that above-mentioned steel tube concrete superposed column is to make like this, and steel pipe is installed, and will manage the bottom and be connected with the stake top; Make high-strength concrete column core in the pipe; Outside steel pipe, make reinforcing cage; Outside steel pipe, fluid concrete.
7. the adverse construction method method of building according to claim 5, during combine of the top of the bottom that it is characterized in that steel tube concrete superposed column and the stake that has load dish and/or branch constructed, when laying steel column, at the place, aperture adjustable aperture is set instrument is installed, be beneficial to the adjustment of the level and the vertical direction of steel column.
8. the adverse construction method method of building according to claim 1 is characterized in that above-mentioned rigid column is lattice column or shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005101342914A CN100371545C (en) | 2005-12-16 | 2005-12-16 | Reversed construction method for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005101342914A CN100371545C (en) | 2005-12-16 | 2005-12-16 | Reversed construction method for building |
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| CN1804255A CN1804255A (en) | 2006-07-19 |
| CN100371545C true CN100371545C (en) | 2008-02-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2005101342914A Expired - Fee Related CN100371545C (en) | 2005-12-16 | 2005-12-16 | Reversed construction method for building |
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Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102383433A (en) * | 2011-08-22 | 2012-03-21 | 同济大学建筑设计研究院(集团)有限公司 | Design method for large deep foundation pit of super high-rise building |
| CN102587413A (en) * | 2012-03-06 | 2012-07-18 | 中天建设集团有限公司 | Structure for supporting construction elevator foundation on top plate of basement and construction method thereof |
| CN104452575B (en) * | 2014-10-22 | 2017-01-11 | 中国建筑第四工程局有限公司 | Inclined trestle structure for reverse construction method excavation construction and earth excavation method |
| CN105386519B (en) * | 2015-10-20 | 2018-07-27 | 重庆交通大学 | Utilize the building construction method of soil body reverse construction frame structure |
| CN106065668B (en) * | 2016-08-01 | 2019-03-19 | 中建八局第四建设有限公司 | A kind of construction techniques |
| CN109898669B (en) * | 2019-03-12 | 2021-03-26 | 中建三局第一建设工程有限责任公司 | Construction method for underground first-layer beam column joint by reverse construction method |
| CN111764578B (en) * | 2020-07-07 | 2022-04-12 | 中建一局集团建设发展有限公司 | Reverse construction pile column structure and construction method thereof |
| CN112343256B (en) * | 2020-10-15 | 2021-12-10 | 中建三局第一建设工程有限责任公司 | Construction method for prefabricating concrete-filled steel tube superposed frame column under reverse construction condition |
| CN112482437B (en) * | 2020-10-15 | 2022-06-24 | 上海建工二建集团有限公司 | Integrated vertical supporting system for reverse construction pile and construction method thereof |
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| CN1109128A (en) * | 1994-05-12 | 1995-09-27 | 王光明 | Process for rotating-spraying composite piles |
| JPH08105072A (en) * | 1994-10-06 | 1996-04-23 | Mitsui Constr Co Ltd | Erection method of column in inverted construction method |
| JPH09228398A (en) * | 1996-02-26 | 1997-09-02 | Taisei Corp | Construction method for pile support type multistoried building |
| CN1196426A (en) * | 1997-04-14 | 1998-10-21 | 中国建筑科学研究所珠海科研设计部 | Construction method for inversion underground continuous wall |
| CN1279319A (en) * | 1999-06-29 | 2001-01-10 | 陈星� | Full-reverse construction technology for basement |
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2005
- 2005-12-16 CN CNB2005101342914A patent/CN100371545C/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1109128A (en) * | 1994-05-12 | 1995-09-27 | 王光明 | Process for rotating-spraying composite piles |
| JPH08105072A (en) * | 1994-10-06 | 1996-04-23 | Mitsui Constr Co Ltd | Erection method of column in inverted construction method |
| JPH09228398A (en) * | 1996-02-26 | 1997-09-02 | Taisei Corp | Construction method for pile support type multistoried building |
| CN1196426A (en) * | 1997-04-14 | 1998-10-21 | 中国建筑科学研究所珠海科研设计部 | Construction method for inversion underground continuous wall |
| CN1279319A (en) * | 1999-06-29 | 2001-01-10 | 陈星� | Full-reverse construction technology for basement |
Non-Patent Citations (2)
| Title |
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| 土木和建筑工程中的逆作工艺应用综述. 王龙，周福祥，薛春林.建筑技术，第33卷第5期. 2002 * |
| 狭小场地建造超高层建筑的"主楼顺作－裙房逆作"结构施工技术. 翁益民，朱亿国.建筑施工，第26卷第6期. 2004 * |
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| CN1804255A (en) | 2006-07-19 |
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| C14 | Grant of patent or utility model | ||
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Owner name: BEIJING ZHIPAN CONSTRUCTION ENGINEERING CO., LTD. Free format text: FORMER OWNER: ZHANG GUOLIANG Effective date: 20100513 |
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| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100089 309, BUILDING 2, NO.87, N. 4TH RING WEST ROAD, HAIDIAN DISTRICT, BEIJING TO: 100038 NO.603, UNIT 1, BUILDING 1, YARD 9, YUYUANTAN SOUTH ROAD, HAIDIAN DISTRICT, BEIJING |
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| TR01 | Transfer of patent right |
Effective date of registration: 20100513 Address after: 100038 Beijing city Haidian District Yuyuantan Nanlu Jiu building a No. 603 Patentee after: Beijing Zhipan Construction Engineering Co., Ltd. Address before: 100089 Building No. 2, No. 87 West Fourth Ring Road, Haidian District, Beijing, 309 Patentee before: Zhang Guoliang |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080227 Termination date: 20141216 |
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