CN107035025A - A kind of modularization prestressed concrete housing and Modularized shell assemble method - Google Patents
A kind of modularization prestressed concrete housing and Modularized shell assemble method Download PDFInfo
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- CN107035025A CN107035025A CN201710191252.0A CN201710191252A CN107035025A CN 107035025 A CN107035025 A CN 107035025A CN 201710191252 A CN201710191252 A CN 201710191252A CN 107035025 A CN107035025 A CN 107035025A
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- Prior art keywords
- cylinder
- reinforcing steel
- presstressed reinforcing
- main part
- cylinder housing
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/10—Ducts
Abstract
The invention discloses a kind of modularization prestressed concrete housing, bottom plate and dome including concreting in site, also include some cylinder cylinder housing modules, the connecting portion of the connecting portion of the peripheral side face of each cylinder housing module main part and adjacent cylinder housing module main part is mutually inserted, and connected by the presstressed reinforcing steel for being arranged on presstressed reinforcing steel duct in cylinder housing module main part, some cylinder housing modules are made to combine to form cylinder, the side of cylinder is connected with bottom slab concreting, opposite side is connected with dome by the presstressed reinforcing steel being interspersed in the presstressed reinforcing steel duct being in cylinder and dome.The invention also discloses a kind of modularization prestressed concrete housing assemble method.By the present invention, solve when the site operation difficulty of procapsid it is high, it is long in time limit retired when remove difficulty it is big the problem of.
Description
Technical field
The present invention relates to a kind of concrete shell, more particularly to a kind of modularization prestressed concrete housing and modularization shell
Body assemble method, belongs to technical field of civil engineering, is mainly used in the housing in engineering construction, for example nuclear island safety shell body or
Liquefied natural gas (LNG) stores housing.
Background technology
In engineering construction, prestressed concrete housing is generally used for being that enclosure interior equipment and structures provide protection screen
Barrier, such as nuclear island safety shell；Or directly as storage container, such as LNG housings.Generally, this housing should can
External impact, protective housing internal unit or structures are resisted, certain enclosure interior pressure is born again.Therefore, it is existing
Housing generally uses prestressed reinforced concrete construction, i.e., after housing concreting is complete, the duct reserved by enclosure interior
Carry out tension of prestressed tendon so that housing possesses certain bearing capacity.
Housing generally includes three main parts, i.e. bottom plate 3, cylinder 4 and dome 5, as shown in Figure 1.At present, work
Prestressed concrete housing in Cheng Jianshe is generally constructed by the way of live one-piece casting, i.e., the bottom of whole housing
Plate, cylinder, dome are all the integrated prestress concrete structure of cast in situs, and after housing concreting is complete, pass through
The reserved duct of enclosure interior carries out tension of prestressed tendon so that housing possesses certain bearing capacity.
Because housing is the prestressed reinforced concrete construction of live one-piece casting, then shell structure construction frame muscle, shuttering,
The work such as concreting and maintenance, form removal, tension of prestressed tendon and fastening is required for carrying out step by step at the scene, and needs
To be implemented according to the size layer and section of housing.Therefore, the site operation difficulty of this housing is high, long in time limit, cost is high,
And when housing is retired, the dismounting difficulty of the prestressed concrete housing of live one-piece casting is very big.
Therefore, how existing prestressed concrete housing is optimized so that the prestressed concrete housing after optimization
Site operation progress can be accelerated, engineering cost is reduced, and reduce live work high above the ground risk, while when housing is retired, reducing
Retired difficulty and cost, as urgent problem to be solved.
The content of the invention
Apply at the scene that the prestressed concrete housing of live one-piece casting of the present invention for using in the prior art is present
Work difficulty is high, long in time limit, cost is high, and housing it is retired when remove difficulty it is very big the problem of there is provided a kind of modularization prestressing force
Concrete shell, is optimized so that the concrete shell after optimization exists to the prestressed concrete housing of existing one-piece casting
Site operation progress can be accelerated, engineering cost is reduced, and reduce live work high above the ground risk, while when housing is retired, reducing
Retired difficulty and cost.
Include the invention provides a kind of modularization prestressed concrete housing：Bottom plate and dome, it is characterised in that also wrap
Some cylinder housing modules are included, each cylinder housing module has main part and is arranged on the peripheral side face of the main part
Connecting portion；
At least one set of prestressing force for being used to make presstressed reinforcing steel interspersed is both provided with the dome and each main part
Muscle duct；
The connecting portion of each peripheral side face of the main part and the company for the peripheral side face of another main part being disposed adjacent
Socket part is mutually inserted and connects each adjacent by the presstressed reinforcing steel being plugged in the presstressed reinforcing steel duct of each main part
The main part, makes some cylinder housing module combination fastenings form cylinder, the side of the cylinder is poured with the bottom plate
Connection is built, the opposite side of the cylinder is with the dome by being interspersed in the presstressed reinforcing steel duct being in cylinder and dome
Presstressed reinforcing steel is connected.
Preferably, each connecting portion include one group of relative ring wall for being located at the peripheral side face of the main part and
Two projections are arranged with one group of relative vertical wall, one of ring wall and respectively in parallel on a vertical wall
Docking groove is formed between portion, two lug bosses, each one side of the lug boss away from the docking groove, which has, to be used to support
Connect the step shape of the connecting portion of adjacent cylinder housing module；
Be arranged with two grooves on another ring wall and on vertical wall in parallel respectively, two grooves it
Between form that docking is raised, each groove has away from the raised one side of the docking to be used to abut adjacent cylinder housing mould
The convex shape of the connecting portion of block.
Preferably, the docking groove and the docking projection are arranged on the ring wall and ring wall or described vertical
The middle of wall and vertical wall, the presstressed reinforcing steel duct is evenly distributed on raised by the docking groove and the docking
The main part inside.
Preferably, the presstressed reinforcing steel duct is passing through the docking groove and the raised each main part of the docking
Internal quantity is respectively 2-6.
Preferably, length of the presstressed reinforcing steel duct circumferentially with axial direction in each main part is respectively described
/ to three/7th of main part ring and axial arc length.
Preferably, the presstressed reinforcing steel duct inside each cylinder housing module circumferentially with axially respectively with it is adjacent
Cylinder housing module is correspondingly arranged, inside presstressed reinforcing steel duct inside the dome and the adjacent cylinder housing module
Presstressed reinforcing steel duct is correspondingly arranged.
Preferably, also there is inner lining structure on the inside of each cylinder housing module, per the adjacent liner knot
Structure periphery is fixedly connected by welding.
Preferably, the splicing gap between adjacent each cylinder housing module is filled to prevent water, anti-corrosion material.
Preferably, the cylinder housing module is reinforced concrete structure, and the bottom plate and the dome are field cast-in-place
Reinforced concrete structure.
Present invention also offers a kind of modularization prestressed concrete housing assemble method, comprise the following steps：
S1, pouring reinforcement concrete structure Housing Base and dome；
S2, the design size according to housing, draw every piece of cylinder housing module size and carry out prefabrication；
S3, each cylinder housing module and adjacent cylinder housing module passed through into connecting portion and presstressed reinforcing steel water
Flat head and the tail connection is simultaneously toward the splicing gap filling waterproof between cylinder housing module, anti-corrosion material, if forming dried layer annular module
Circle；
If S4, dried layer annular module circle vertically spliced by the connecting portion and presstressed reinforcing steel of every piece of cylinder housing module
And toward the splicing gap filling waterproof between cylinder housing module, anti-corrosion material, form cylinder；
S5, the cylinder and the bottom slab concreting connected, the cylinder and the dome connected by presstressed reinforcing steel,
Form complete housing.
Preferably, the cylinder housing module is reinforced concrete structure, and the bottom plate and the dome are field cast-in-place
Reinforced concrete structure.
Preferably, also there is inner lining structure on the inside of each cylinder housing module, per adjacent inner lining structure week
While being fixedly connected by welding.
One or more technical schemes that the present invention program is provided, have at least the following technical effects or advantages：Cylinder shell
Module can shift to an earlier date, at the scene progress assembly prefabricated in factory's batch, can accelerate site operation progress, reduce engineering cost,
And reduce live work high above the ground risk；The cylinder housing module of standard can be called between different projects；When housing is retired,
Modularized shell is easily removed, and reduces retired difficulty and cost.
Brief description of the drawings
Technical scheme in order to illustrate the embodiments of the present invention more clearly, makes required in being described below to embodiment
Accompanying drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the present invention, for
For those of ordinary skill in the art, on the premise of not paying creative work, other can also be obtained according to these accompanying drawings
Accompanying drawing.
Fig. 1 is the overall appearance of concrete shell in the prior art；
Fig. 2 is the Modularized shell structural representation that first embodiment of the invention is provided；
Fig. 3 a, 3b, 3c are the cylinder housing module structural representations that first embodiment of the invention is provided；
Fig. 4 is the cylinder housing module splicing schematic diagram that first embodiment of the invention is provided；
Fig. 5 is the Modularized shell assemble method flow chart that second embodiment of the invention is provided.
Embodiment
The embodiment of the present invention is solved by providing a kind of modularization prestressed concrete housing and Modularized shell assemble method
Determined the live one-piece casting used in the prior art the site operation difficulty that exists of prestressed concrete housing is high, the duration
Long, cost is high, and housing it is retired when remove the problem of difficulty is very big, by by concrete barrel housing module, accelerating existing
Construction speed, reduces engineering cost, and reduces live work high above the ground risk, while when housing is retired, reduce retired difficulty and
Cost.
In order to be better understood from technical solution of the present invention, below in conjunction with Figure of description and embodiment to upper
State technical scheme to be described in detail, it should be understood that the specific features in the embodiment of the present invention and embodiment are to the application
The detailed description of technical scheme, rather than the restriction to technical scheme, in the case where not conflicting, the present invention is implemented
Technical characteristic in example and embodiment can be mutually combined.
Embodiment one
As shown in Fig. 2 modularization prestressed concrete housing includes：Bottom plate 1 and dome 2, in addition to some cylinder housings
Module 3, each cylinder housing module 3 has main part 31 and is arranged on the connecting portion of the peripheral side face of the main part 31
32；At least one set of presstressed reinforcing steel for being used to make presstressed reinforcing steel 5 interspersed is both provided with the dome 2 and each main part 31
Duct 4；The connecting portion 32 of each peripheral side face of the main part 31 and another peripheral side face of main part 31 being disposed adjacent
Connecting portion 32 be mutually inserted and connected by the presstressed reinforcing steel 5 being plugged in the presstressed reinforcing steel duct 4 of each main part 31
Each adjacent main part 31 is connect, some cylinder housing modules 3 is formed cylinder, the side of the cylinder with reference to fastening
Pour and be connected with the bottom plate 1, the opposite side of the cylinder is in cylinder and dome 2 with the dome 2 by being interspersed in
Presstressed reinforcing steel 5 in presstressed reinforcing steel duct 4 is connected.
As shown in Figure 3 a, each connecting portion 32 includes one group of relative ring for being located at the peripheral side face of the main part 31
To the vertical wall 312 relative with one group of wall 311, divide on one of ring wall 311a and on a vertical wall 312a
It is not arranged with formation docking groove 314, each lug boss between two lug bosses 313, two lug bosses 313 in parallel
313 one side away from the docking groove 314 have the step for the connecting portion 31 for being used to abut adjacent cylinder housing module 3
Shape.
It is parallel respectively with a vertical wall 312b on another ring wall 311b with reference to shown in Fig. 3 a, 3b and 3c
It is provided between two grooves 315, two grooves 315 and forms docking projection 316, each groove 315 is away from described
One side of docking projection 316 has the convex shape for the connecting portion 31 for being used to abut adjacent cylinder housing module 3.Each cylinder
The ring wall 311b of adjacent cylinder housing module 3 leads to lug boss on the ring wall 311a and vertical direction of housing module 3
313 and groove 315 mutual abutting and docking convex-concave groove 314 and the mutual abutting of docking projection 316 and grafting is fastened, often
The ring wall 312b of adjacent cylinder housing module 3 leads on the vertical wall 312a of individual cylinder housing module 3 and ring direction
The mutual abutting and docking convex-concave groove 314 and the mutual abutting of docking projection 316 of lug boss 313 and groove 315 and grafting is tight
Gu, while connecting each adjacent described by the presstressed reinforcing steel 5 being interspersed in the presstressed reinforcing steel duct 4 of each main part 31
Main part 31, vertical and ring all simultaneously passes through the fastening of presstressed reinforcing steel simultaneously by the grafting of connecting portion 32 so that arrange connection
More fasten.
As shown in figure 4, in the present embodiment, vertical wall 312 can be not provided with lug boss 313, docking recess 314, recessed
Adjacent cylinder housing on groove 315 or docking projection 316, the ring wall 311a and vertical direction of each cylinder housing module 3
The ring wall 311b of module 3 leads to lug boss 313 and the mutual abutting and docking convex-concave groove of the (not shown) of groove 315
314 and dock the mutual abutting of raised 316 (not shown) and grafting is fastened, and simultaneously by being interspersed in each main body
Presstressed reinforcing steel 5 in the presstressed reinforcing steel duct 4 in portion 31 connects each adjacent main part 31, each cylinder housing module it is perpendicular
Only connect each adjacent by the presstressed reinforcing steel 5 being interspersed in the presstressed reinforcing steel duct 4 of each main part 31 to wall 312
The main part 31, this set causes the assembling of cylinder housing module 3 to be more convenient.
With reference to shown in Fig. 3 a-3c, Fig. 4, the docking groove 312 and the docking projection 316 are arranged on the ring wall
311a and ring wall 311b or described vertical wall 312a and vertical wall 312b middle, the presstressed reinforcing steel duct 4
It is evenly distributed on by inside the docking groove 312 and the main part 31 of the docking projection 314, can so ensure institute
State cylinder housing module 3 and inside dynamic balance so that all cylinder housing modules 3 and between connection more fasten.
In the present embodiment, the presstressed reinforcing steel duct 4 is passing through the docking groove 312 and the docking projection 314
Quantity inside each main part 31 is respectively 2-6, and the presstressed reinforcing steel duct 4 is circumferentially with axial direction each described
Length in main part 31 is respectively 1st/1st to three/7th of the ring of main part 31 and axial arc length, each described
Presstressed reinforcing steel duct 4 inside cylinder housing module 3 is circumferentially set with the adjacent correspondence of cylinder housing module 3 respectively with axial direction
Put, the correspondence of presstressed reinforcing steel duct 4 inside the presstressed reinforcing steel duct 4 of the inside and the adjacent cylinder housing module 3 is set
Put, and the length of the presstressed reinforcing steel 5 is more than the length of the presstressed reinforcing steel duct 4 and less than presstressed reinforcing steel duct described in twice
4 length so that two adjacent cylinder housing modules 3 or adjacent cylinder housing module 3 and can be pasted by presstressed reinforcing steel 5
Close.Presstressed reinforcing steel duct 4 can save the material of presstressed reinforcing steel 5 not through whole main part 31, at the same not through design can
So that presstressed reinforcing steel duct 4 is arranged on the mid-depth of each main part 31, and the presstressed reinforcing steel of axial and ring will not be rushed
Prominent, the design of the number and length of presstressed reinforcing steel duct 4 ensure that the fastening force of presstressed reinforcing steel 5 while being easy to insert and save material
Material.
In other embodiments, presstressed reinforcing steel duct 4 can axially and main part 31 described in ring insertion, but axially and
Ring not insertion each other so that presstressed reinforcing steel 5 does not conflict in axial direction and ring direction, it is ensured that adjacent cylinder housing module 3 it
Between fastening.
In the present embodiment, the size shape of the cylinder housing module 3 for being spliced into cylinder is identical, is easy to batch
Production and concatenation, in other embodiments, constituting the size of cylinder housing module 3 of cylinder can differ, still
It must assure that the presstressed reinforcing steel duct 4 between every two pieces adjacent cylinder housing modules 3 is correspondingly arranged so that presstressed reinforcing steel 5 can
To be interspersed between two pieces of adjacent cylinder housing modules 3 so as to play a part of fastening.
Specifically, the splicing gap between the adjacent cylinder housing module 3 is filled to prevent water, anti-corrosion material, it is to avoid water
Gap between cylinder housing module 3, causes filler to meet Water Damage or rot, it is ensured that multiple cylinder housing modules 3
Between prolonged socket joint connection.
Specifically, the cylinder housing module 3 is reinforced concrete structure, and the bottom plate 1 and the dome 2 are existing for scene
Pour reinforced concrete structure, bottom plate is abuts the plane housing on ground, the whole direct cast in situs of bottom plate, play support baseboard with
The effect of upper shell, the dome 2 is overall for the pot cover shape of concrete casting.Each inner side of the cylinder housing module 3 also has
There is inner lining structure, be fixedly connected by welding per the adjacent inner lining structure periphery, all cylinder housing modules complete in advance should
After power muscle tensioning fastening, the Leak-tight liner on the inside of all modules is welded at scene, is ultimately formed and is met the complete of design requirement
Housing.
Embodiment two
As shown in figure 5, the embodiment of the present invention two provides a kind of modularization prestressed concrete housing assemble method, including
Following steps：
S1, pouring reinforcement concrete structure Housing Base 1 and dome 2；
S2, the design size according to housing, draw every piece of size of cylinder housing module 3 and carry out prefabrication；
S3, each cylinder housing module 3 and adjacent cylinder housing module 3 passed through into connecting portion 31 and prestressing force
The connection of the level of muscle 5 head and the tail is simultaneously toward the splicing gap filling waterproof between cylinder housing module 3, anti-corrosion material, if forming dried layer ring
Shape module circle；
If S4, dried layer annular module circle is vertical by the connecting portion 31 and presstressed reinforcing steel 5 of every piece of cylinder housing module 3
Splice and toward the splicing gap filling waterproof between cylinder housing module 3, anti-corrosion material, form cylinder；
S5, the cylinder and the bottom plate 1 poured into connection, the cylinder and the dome 2 are connected by presstressed reinforcing steel 5
Connect, form complete housing.
Specifically, the splicing gap between the adjacent cylinder housing module 3 is filled to prevent water, anti-corrosion material, it is to avoid water
Gap between cylinder housing module 3, causes filler to meet Water Damage or rot, it is ensured that multiple cylinder housing modules 3
Between prolonged socket joint connection.
Specifically, the cylinder housing module 3 is reinforced concrete structure, and the bottom plate 1 is field cast-in-place reinforced concrete
Soil structure, bottom plate is abuts the plane housing on ground, and the whole direct cast in situs of bottom plate plays support baseboard with the work of upper shell
With the dome 2 is the overall pot cover shape concrete shell poured.
In summary, application scheme at least has following advantageous effects relative to prior art：
1) cylinder housing module can shift to an earlier date prefabricated in factory's batch, carry out at the scene assembled, can accelerate site operation and enter
Degree, reduces engineering cost, and reduce live work high above the ground risk；
2) for design size and requiring completely the same housing, the cylinder housing module of standard can be in different projects
Between call；
3) when housing is retired, Modularized shell is easily removed, and reduces retired difficulty and cost.
As described above, above-mentioned modularization prestressed concrete housing is used to implement above-mentioned modularization prestressed concrete
Soil cursting body assemble method, so, the embodiment of the system is identical with one or more embodiments of the above method, herein
No longer repeat one by one.
Above disclosed is only a kind of preferred embodiment of the invention, can not limit the power of the present invention with this certainly
Sharp scope, one of ordinary skill in the art will appreciate that all or part of flow of above-described embodiment is realized, and according to present invention power
Profit requires made equivalent variations, still falls within and invents covered scope.
Claims (12)
1. a kind of modularization prestressed concrete housing, including：Bottom plate (1) and dome (2), it is characterised in that also including some
Cylinder housing module (3), each cylinder housing module (3) has main part (31) and is arranged on the main part (31)
The connecting portion (32) of peripheral side face；
At least one set is both provided with the dome (2) and each main part (31) is used for make presstressed reinforcing steel (5) interspersed
Presstressed reinforcing steel duct (4)；
The connecting portion (32) of the peripheral side face of each main part (31) and another main part (31) periphery being disposed adjacent
The connecting portion (32) of side face is mutually inserted and by being plugged in the presstressed reinforcing steel duct (4) of each main part (31)
Presstressed reinforcing steel (5) connects each adjacent main part (31), some cylinder housing modules (3) is formed cylinder with reference to fastening
Body, the side of the cylinder pours with the bottom plate (1) and is connected, and the opposite side of the cylinder passes through interspersed with the dome (2)
Presstressed reinforcing steel (5) connection in the presstressed reinforcing steel duct (4) in cylinder and dome (2).
2. modularization prestressed concrete housing according to claim 1, it is characterised in that each connecting portion (32)
Including the vertical wall relative with one group of one group of relative ring wall (311) positioned at the peripheral side face of the main part (31)
(312), two lug bosses are arranged with one of ring wall (311a) and respectively in parallel on a vertical wall (312a)
(313) docking groove (314), is formed between two lug bosses (313), each lug boss (313) is away from the docking
One side of groove (314) has the step shape for the connecting portion (31) for being used to abut adjacent cylinder housing module (3)；
Two grooves (315) are arranged with another ring wall (311b) and respectively in parallel on a vertical wall (312b),
Docking is formed between two grooves (315) raised (316), each groove (315) is raised (316) away from the docking
One side have be used for abut adjacent cylinder housing module (3) connecting portion (31) convex shape.
3. modularization prestressed concrete housing according to claim 2, it is characterised in that the docking groove (312) and
The docking raised (316) is arranged on the ring wall (311a) and ring wall (311b) or the vertical wall (312a)
With the middle of vertical wall (312b), the presstressed reinforcing steel duct (4) is evenly distributed on by the docking groove (312) and institute
The main part (31) for stating docking raised (314) is internal.
4. modularization prestressed concrete housing according to claim 3, it is characterised in that the presstressed reinforcing steel duct
(4) distinguish in the internal quantity of each main part (31) by the docking groove (312) and the docking raised (314)
For 2-6.
5. modularization prestressed concrete housing according to claim 4, it is characterised in that the presstressed reinforcing steel duct
(4) length circumferentially with axial direction in each main part (31) is respectively the main part (31) ring and axial arc length
1/1st to three/7th.
6. modularization prestressed concrete housing according to claim 5, it is characterised in that each cylinder housing mould
The internal presstressed reinforcing steel duct (4) of block (3) is circumferentially correspondingly arranged with adjacent cylinder housing module (3) respectively with axial direction, institute
State the internal presstressed reinforcing steel duct (4) of dome (2) and the internal presstressed reinforcing steel duct of the adjacent cylinder housing module (3)
(4) it is correspondingly arranged.
7. modularization prestressed concrete housing according to claim 6, it is characterised in that each cylinder shell
Also there is inner lining structure on the inside of module (3), be fixedly connected by welding per the adjacent inner lining structure periphery.
8. modularization prestressed concrete housing according to claim 1, it is characterised in that adjacent each cylinder shell
Filled to prevent water, anti-corrosion material in splicing gap between module (3).
9. modularization prestressed concrete housing according to claim 1, it is characterised in that the cylinder housing module
(3) it is reinforced concrete structure, the bottom plate (1) and the dome (2) are field cast-in-place reinforced concrete structure.
10. a kind of modularization prestressed concrete housing assemble method, it is characterised in that comprise the following steps：
S1, pouring reinforcement concrete structure Housing Base (1) and dome (2)；
S2, the design size according to housing, draw every piece of cylinder housing module (3) size and carry out prefabrication；
S3, by each cylinder housing module (3) and adjacent cylinder housing module (3) are by connecting portion (31) and in advance should
The connection of power muscle (5) level head and the tail is simultaneously toward the splicing gap filling waterproof between cylinder housing module (3), anti-corrosion material, if being formed
Dried layer annular module circle；
If S4, dried layer annular module circle erected by the connecting portion (31) and presstressed reinforcing steel (5) of every piece of cylinder housing module (3)
To splicing and toward the splicing gap filling waterproof between cylinder housing module (3), anti-corrosion material, cylinder is formed；
S5, the cylinder and the bottom plate (1) poured into connection, the cylinder and the dome (2) are passed through into presstressed reinforcing steel (5)
Connection, forms complete housing.
11. modularization prestressed concrete housing assemble method according to claim 10, it is characterised in that the cylinder
Housing module (3) is reinforced concrete structure, and the bottom plate (1) and the dome (2) are field cast-in-place reinforced concrete structure.
12. modularization prestressed concrete housing assemble method according to claim 10, it is characterised in that each described
Also there is inner lining structure on the inside of cylinder housing module (3), be fixedly connected by welding per the adjacent inner lining structure periphery.
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| CN201710191252.0A CN107035025B (en) | 2017-03-28 | 2017-03-28 | A kind of modularization prestressed concrete shell and Modularized shell assemble method |
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| CN201710191252.0A CN107035025B (en) | 2017-03-28 | 2017-03-28 | A kind of modularization prestressed concrete shell and Modularized shell assemble method |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661396A (en) * | 2018-06-06 | 2018-10-16 | 刘全义 | Variable-length assembled arch storehouse |
| CN108661395A (en) * | 2018-06-06 | 2018-10-16 | 刘全义 | Assembled spherical shape storehouse and its method of construction |
| CN110409900A (en) * | 2019-08-12 | 2019-11-05 | 河南工业大学 | Hybrid connection precast prestressed concrete circle warehouse structure |
| US11885224B2 (en) * | 2008-01-28 | 2024-01-30 | Darin R. Kruse | Apparatus and methods for underground structures and construction thereof |
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| CN1735738A (en) * | 2003-01-09 | 2006-02-15 | 芝加哥桥梁&铁公司 | Use of partial precast panels for construction of concrete walls and shells |
| CN201121340Y (en) * | 2007-08-21 | 2008-09-24 | 同济大学 | Pre-stress assembled underground continuous wall and preformed block thereof |
| CN103334489A (en) * | 2013-07-09 | 2013-10-02 | 普帝龙绿色建筑研发（重庆）有限公司 | High-precision load-resisting integrated shear wall building |
| JP2015200069A (en) * | 2014-04-04 | 2015-11-12 | 株式会社Ihi | Connection method of precast block and prestress tank using the same |
| JP2015200130A (en) * | 2014-04-09 | 2015-11-12 | 鹿島建設株式会社 | Connection structure, connection method and structure |
| CN105604190A (en) * | 2015-12-18 | 2016-05-25 | 上海交通大学 | Prefabricated gas film concrete shell and manufacturing method thereof |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| US11885224B2 (en) * | 2008-01-28 | 2024-01-30 | Darin R. Kruse | Apparatus and methods for underground structures and construction thereof |
| CN108661396A (en) * | 2018-06-06 | 2018-10-16 | 刘全义 | Variable-length assembled arch storehouse |
| CN108661395A (en) * | 2018-06-06 | 2018-10-16 | 刘全义 | Assembled spherical shape storehouse and its method of construction |
| CN110409900A (en) * | 2019-08-12 | 2019-11-05 | 河南工业大学 | Hybrid connection precast prestressed concrete circle warehouse structure |
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