CN110331807A - A kind of assembled spherical hollow plate - Google Patents
A kind of assembled spherical hollow plate Download PDFInfo
- Publication number
- CN110331807A CN110331807A CN201910626608.8A CN201910626608A CN110331807A CN 110331807 A CN110331807 A CN 110331807A CN 201910626608 A CN201910626608 A CN 201910626608A CN 110331807 A CN110331807 A CN 110331807A
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- hollow sphere
- hollow
- plate face
- component
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 210000003205 muscle Anatomy 0.000 claims abstract description 46
- 230000002787 reinforcement Effects 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 81
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims description 7
- 239000011159 matrix material Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 14
- 239000000463 material Substances 0.000 abstract description 6
- 239000002689 soil Substances 0.000 abstract description 5
- 230000015271 coagulation Effects 0.000 abstract description 4
- 238000005345 coagulation Methods 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000009416 shuttering Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000009954 braiding Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/026—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of plastic
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of assembled spherical hollow plates, including prefabricated plate body, bottom surface muscle net, hollow sphere component and plate face muscle net;Wherein the bottom surface muscle net, the hollow sphere component and the plate face muscle net are set in turn in from the bottom to top in the prefabricated board body;The plate face muscle sieve bottom has been evenly arranged vertical reinforcement, and described vertical reinforcement one end is fixedly connected with the plate face muscle sieve bottom.Difficulty of construction of the present invention is low, reduces the assembled spherical hollow plate of the second coagulation soil amount of pouring, and improves the shear resistance of prefabricated board;Field cast-in-place concreting amount is reduced, environmental protection is conducive to;Construction personnel and equipment are reduced, and can suitably increase support for shuttering upright bar spacing, save material.
Description
Technical field
The present invention relates to construction engineering technical field, more particularly to a kind of assembled spherical hollow plate.
Background technique
In recent years, China tries to explore to develop assembled architecture, and assembly concrete flooring consists of three parts at present, i.e.,
Prefabricated superposed beam, prefabricated superimposed sheet and cast in place concrete plate, concrete cast in situs amount is larger, and prefabricated overlapping plate thickness is not
Greatly, rigidity is smaller, and during molding, stacking, transport, installation etc., superimposed sheet frangibility, difficulty of construction is high, and second coagulation soil pours
The amount of building is big.
Summary of the invention
In view of this, the present invention provides a kind of assembled spherical hollow plates, it is intended at least solve to exist in the prior art
One of the technical issues of.
To achieve the goals above, the invention adopts the following technical scheme:
A kind of assembled spherical hollow plate, including prefabricated plate body, bottom surface muscle net, hollow sphere component and plate face muscle net;Wherein
The bottom surface muscle net, the hollow sphere component and the plate face muscle net are set in turn in from the bottom to top in the prefabricated board body;Institute
It states plate face muscle sieve bottom and has been evenly arranged vertical reinforcement, described vertical reinforcement one end is fixedly connected with the plate face muscle sieve bottom.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, the hollow sphere component is reticular structure, including is located at
The connecting band of hollow sphere and the adjacent hollow sphere of connection at node;Wherein the hollow sphere is distributed in matrix form, adjacent institute
It states and is attached between hollow sphere by the connecting band.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, the hollow sphere component includes hollow sphere and steel mesh,
The hollow sphere is distributed on the steel mesh in matrix form;The steel mesh is from hollow sphere component through to reinforcing bar and hollow sphere structure
Part broadwise reinforcing bar is constituted, and the more hollow sphere component broadwise parallel reinforced steel bar arrangements, the hollow sphere component broadwise reinforcing bar passes through
The hollow sphere is fixed on the hollow sphere component broadwise reinforcing bar by the centre of sphere of the hollow sphere;The more hollow sphere structures
Part is through to reinforcing bar, up and down successively around the hollow sphere component through to reinforcing bar, the more hollow sphere components are through to reinforcing bar and more
The hollow sphere component broadwise reinforcing bar arrangement that is interweaved forms the steel mesh, and the hollow sphere is located at the adjacent warp
To between reinforcing bar;The hollow sphere component is through the company of being fixed at the node to reinforcing bar and the hollow sphere component broadwise reinforcing bar
It connects.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, the hollow sphere component includes multiple parallel equidistants rows
The hollow ball component of cloth, the hollow sphere that the hollow ball component is through on the reinforcing bar by reinforcing bar and equidistantly are constituted.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, described vertical reinforcement one end and the plate face muscle net bottom
Portion is welded and fixed.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, the bottom surface muscle net is using bottom surface through to reinforcing bar and bottom
Face picks is constituted to reinforcing bar.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, the bottom surface of the bottom surface muscle net is through to reinforcing bar and bottom surface
Broadwise reinforcing bar carries out welding or binding and fixing at its crossed node.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, the plate face muscle net is using plate face through to reinforcing bar and plate
Face picks is constituted to reinforcing bar.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, the plate face of the plate face muscle net is through to reinforcing bar and plate face
Broadwise reinforcing bar carries out welding or binding and fixing at its crossed node.
Preferably, in a kind of above-mentioned assembled spherical hollow plate, one end of the vertical reinforcement is welded on the plate face
Through at reinforcing bar and plate face broadwise reinforcing bar crossed node.
It can be seen via above technical scheme that compared with prior art, the present disclosure provides a kind of reduction construction is difficult
Degree, the assembled spherical hollow plate for reducing the second coagulation soil amount of pouring, improve the shear resistance of prefabricated board;It is mixed to reduce field cast-in-place
The solidifying soil amount of pouring, is conducive to environmental protection;Construction personnel and equipment are reduced, and can suitably increase support for shuttering upright bar spacing, save material
Material.
Assembled spherical hollow plate loading characteristic and traditional prefabricated board loading characteristic are essentially identical.Setting is empty in prefabricated board
Bulbus cordis component to mitigate self weight, and does not change stress performance, undertakes building by the composite structure of prefabricated board and hollow ball
Load on face.
Compared with traditional prefabricated superimposed sheet, reduce cast-in-place concrete amount, operation layer construction personnel and equipment subtract
Few, the support frame upright bar spacing being used to support in work progress can be increased suitably, to save backing material, also be conducive to environment
Protection;In the identical situation of amount of concrete, the hollow plate thickness of assembled is big, and rigidity is big, and shear resistance is strong, while assembled ball
Shape cored slab is not necessarily to the technology intermission time, can accelerate construction progress.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
The embodiment of invention for those of ordinary skill in the art without creative efforts, can also basis
The attached drawing of offer obtains other attached drawings.
Fig. 1 attached drawing is structural schematic diagram of the invention;
Fig. 2 attached drawing is the top view when present invention does not pour prefabricated plate body;
Fig. 3 attached drawing is the structural schematic diagram of hollow sphere member embodiment one;
Fig. 4 attached drawing is the structural schematic diagram of hollow sphere member embodiment two;
Fig. 5 attached drawing is the structural schematic diagram of hollow sphere member embodiment three.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
The embodiment of the invention discloses the assembled of a kind of reduction difficulty of construction, the reduction second coagulation soil amount of pouring is spherical empty
Core improves the shear resistance of prefabricated board;Field cast-in-place concreting amount is reduced, environmental protection is conducive to;Construction personnel and
Equipment is reduced, and can suitably increase support for shuttering upright bar spacing, saves material.
The invention discloses the invention discloses a kind of assembled spherical hollow plate, including prefabricated plate body 1, bottom surface muscle net 2,
Hollow sphere component 3 and plate face muscle net 4;Wherein bottom surface muscle net 2, hollow sphere component 3 and plate face muscle net 4 are set in turn in from the bottom to top
In prefabricated plate body 1;4 bottom of plate face muscle net has been evenly arranged vertical reinforcement 41, and 41 one end of vertical reinforcement and 4 bottom of plate face muscle net are solid
Fixed connection.
In conjunction with attached drawing 3, in order to further optimize the above technical scheme, a kind of embodiment one of hollow sphere component 3 is netted
Structure, the connecting band 32 including being located at hollow sphere 31 and connection adjacent vacant bulbus cordis 31 at node;Wherein hollow sphere 31 is in matrix
Formula is distributed, and is attached between adjacent vacant bulbus cordis 31 by connecting band 32.
In order to further optimize the above technical scheme, connecting band 32 is divided for through to connecting band and broadwise connecting band, hollow sphere
31 are located at through at the node of connecting band and broadwise connecting band.
In order to further optimize the above technical scheme, connecting band 32 and hollow sphere 31, which are integrally formed, designs.
In conjunction with attached drawing 4, in order to further optimize the above technical scheme, another embodiment two of hollow sphere component 3,
Including hollow sphere 31 and steel mesh 32, hollow sphere 31 is distributed on steel mesh 32 in matrix form;Steel mesh 32 is by hollow sphere component
Through to reinforcing bar 321 and the composition of hollow sphere component broadwise reinforcing bar 322, more 322 parallel arrangements of hollow sphere component broadwise reinforcing bar are hollow
Ball component broadwise reinforcing bar 322 passes through the centre of sphere of hollow sphere 31, and hollow sphere 31 is fixed on hollow sphere component broadwise reinforcing bar 322;
More hollow sphere components through to about 321 reinforcing bar successively around hollow sphere component through to reinforcing bar 322, more hollow sphere components through to
The arrangement that is interweaved of reinforcing bar 321 and more hollow sphere component broadwise reinforcing bars 322 forms steel mesh 32, and hollow sphere 31 is located at phase
Adjacent air space bulbus cordis component is through between reinforcing bar 321;Hollow sphere component is through the section to reinforcing bar 321 and hollow sphere component broadwise reinforcing bar 322
It is fixedly connected at point.
In conjunction with attached drawing 5, in order to further optimize the above technical scheme, another embodiment three of hollow sphere component 3,
Hollow ball component including the arrangement of multiple parallel equidistants, hollow ball component are through 31 structure of hollow sphere on reinforcing bar by reinforcing bar and equidistantly
At.
In order to further optimize the above technical scheme, through to carried out at the node of reinforcing bar 321 and broadwise reinforcing bar 322 welding or
Binding and fixing.
In order to further optimize the above technical scheme, hollow sphere 31 is plastic hollow ball.
In order to further optimize the above technical scheme, it is reserved on plastic hollow ball for hollow sphere component broadwise reinforcing bar 322
The hole penetrated.
In order to further optimize the above technical scheme, more hollow sphere components through to reinforcing bar 321 after bending up and down successively
Around hollow sphere component broadwise reinforcing bar 322.
In order to further optimize the above technical scheme, hollow sphere component is through to reinforcing bar 321 and hollow sphere component broadwise reinforcing bar
At 322 node, hollow sphere component is through being fixed on hollow sphere component broadwise reinforcing bar in such a way that braiding knots to reinforcing bar 321
On 322.
In order to further optimize the above technical scheme, 41 one end of vertical reinforcement is welded and fixed with 4 bottom of plate face muscle net.
In order to further optimize the above technical scheme, bottom surface muscle net 2 is using bottom surface through to reinforcing bar 21 and bottom surface broadwise reinforcing bar
22 are constituted.
In order to further optimize the above technical scheme, the bottom surface of bottom surface muscle net 2 is through to reinforcing bar 21 and bottom surface broadwise reinforcing bar 22
Welding or binding and fixing are carried out at its crossed node.
In order to further optimize the above technical scheme, plate face muscle net 4 is using plate face through to reinforcing bar 42 and plate face broadwise reinforcing bar
43 are constituted.
In order to further optimize the above technical scheme, the plate face of plate face muscle net 4 is through to reinforcing bar 42 and plate face broadwise reinforcing bar 43
Welding or binding and fixing are carried out at its crossed node.
In order to further optimize the above technical scheme, one end of vertical reinforcement 41 is welded on plate face through to reinforcing bar 42 and plate face
At 43 crossed node of broadwise reinforcing bar.
Assembled spherical hollow plate loading characteristic of the present invention and traditional prefabricated board loading characteristic are essentially identical.In prefabricated board
Hollow sphere component 3 is set, to mitigate self weight, and does not change stress performance, passes through prefabricated plate body 1 and hollow ball component 3
Composite structure undertakes the load on flooring.
Compared with traditional prefabricated superimposed sheet, reduce cast-in-place concrete amount, operation layer construction personnel and equipment subtract
Few, the support frame upright bar spacing being used to support in work progress can be increased suitably, to save backing material, also be conducive to environment
Protection;In the identical situation of amount of concrete, the hollow plate thickness of assembled is big, and rigidity is big, and shear resistance is strong, while assembled ball
Shape cored slab is not necessarily to the technology intermission time, can accelerate construction progress;
Work progress:
First, in accordance with the requirement of design drawing, by bottom surface muscle net 2, hollow sphere component 3 and the prefabricated completion of plate face muscle net 4, and will
One end of vertical reinforcement 41 is welded on plate face muscle net 4 through both can control prefabricated board at reinforcing bar and broadwise reinforcing bar crossed node
The position of 1 inner top plate face muscle net 4 of body, and prefabricated board shear resistance can be improved;
Then prefabricated bottom surface muscle net 2 is placed on platform for making and has been padded protective layer cushion block, it secondly will be a whole set of hollow
Ball component 3 is fixed on 2 top of bottom surface muscle net, then places prefabricated plate face muscle net 4;
Prefabricated board concrete is finally poured, is conserved by the curing requirements of prefabricated components.
The present invention improves the rigidity of prefabricated board, shear resistance, reduces difficulty of construction, saves the construction time, is conducive to environment and protects
Shield.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.For device disclosed in embodiment
For, since it is corresponded to the methods disclosed in the examples, so being described relatively simple, related place is said referring to method part
It is bright.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Claims (10)
1. a kind of assembled spherical hollow plate, which is characterized in that including prefabricated plate body, bottom surface muscle net, hollow sphere component and plate face
Muscle net;Wherein the bottom surface muscle net, the hollow sphere component and the plate face muscle net are set in turn in described prefabricated from the bottom to top
In plate body;The plate face muscle sieve bottom has been evenly arranged vertical reinforcement, described vertical reinforcement one end and the plate face muscle sieve bottom
It is fixedly connected.
2. a kind of assembled spherical hollow plate according to claim 1, which is characterized in that the hollow sphere component is netted
Structure, including being located at the hollow sphere at node and connecting the connecting band of the adjacent hollow sphere;Wherein the hollow sphere is in matrix
Formula is distributed, and is attached between the adjacent hollow sphere by the connecting band.
3. a kind of assembled spherical hollow plate according to claim 1, which is characterized in that the hollow sphere component includes sky
Bulbus cordis and steel mesh, the hollow sphere are distributed on the steel mesh in matrix form;The steel mesh from hollow sphere component through to
Reinforcing bar and hollow sphere component broadwise reinforcing bar are constituted, the more hollow sphere component broadwise parallel reinforced steel bar arrangements, the hollow sphere structure
Part broadwise reinforcing bar passes through the centre of sphere of the hollow sphere, and the hollow sphere is fixed on the hollow sphere component broadwise reinforcing bar;It is more
Hollow sphere component described in root through to reinforcing bar up and down successively around the hollow sphere component through to reinforcing bar, the more hollow sphere components
Through forming the steel mesh, and the hollow sphere to the arrangement that is interweaved of reinforcing bar and the more hollow sphere component broadwise reinforcing bars
Positioned at adjacent described through between reinforcing bar;The hollow sphere component is through the node to reinforcing bar and the hollow sphere component broadwise reinforcing bar
Place is fixedly connected.
4. a kind of assembled spherical hollow plate according to claim 1, which is characterized in that the hollow sphere component includes more
The hollow ball component of a parallel equidistant arrangement, the hollow ball component are through the hollow sphere structure on the reinforcing bar by reinforcing bar and equidistantly
At.
5. a kind of assembled spherical hollow plate according to claim 1, which is characterized in that described vertical reinforcement one end and institute
Plate face muscle sieve bottom is stated to be welded and fixed.
6. a kind of assembled spherical hollow plate according to claim 1, which is characterized in that the bottom surface muscle net uses bottom surface
Through being constituted to reinforcing bar and bottom surface broadwise reinforcing bar.
7. a kind of assembled spherical hollow plate according to claim 6, which is characterized in that the bottom surface of the bottom surface muscle net passes through
Welding or binding and fixing are carried out at its crossed node to reinforcing bar and bottom surface broadwise reinforcing bar.
8. a kind of assembled spherical hollow plate according to claim 2, which is characterized in that the plate face muscle net uses plate face
Through being constituted to reinforcing bar and plate face broadwise reinforcing bar.
9. a kind of assembled spherical hollow plate according to claim 8, which is characterized in that the plate face of the plate face muscle net passes through
Welding or binding and fixing are carried out at its crossed node to reinforcing bar and plate face broadwise reinforcing bar.
10. a kind of assembled spherical hollow plate according to claim 9, which is characterized in that one end of the vertical reinforcement
The plate face is welded on through at reinforcing bar and plate face broadwise reinforcing bar crossed node.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910626608.8A CN110331807B (en) | 2019-07-11 | 2019-07-11 | Assembled spherical hollow slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910626608.8A CN110331807B (en) | 2019-07-11 | 2019-07-11 | Assembled spherical hollow slab |
Publications (2)
Publication Number | Publication Date |
---|---|
CN110331807A true CN110331807A (en) | 2019-10-15 |
CN110331807B CN110331807B (en) | 2024-02-06 |
Family
ID=68146527
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910626608.8A Active CN110331807B (en) | 2019-07-11 | 2019-07-11 | Assembled spherical hollow slab |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110331807B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049317A (en) * | 2020-08-28 | 2020-12-08 | 苏玉柱 | Novel filling block |
CN113718942A (en) * | 2021-09-22 | 2021-11-30 | 张守彬 | Special spheroid of assembled building |
CN114673298A (en) * | 2022-04-24 | 2022-06-28 | 张泽 | Light framework and construction method for manufacturing partition board by using light framework |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101033635A (en) * | 2007-04-11 | 2007-09-12 | 李海深 | Heat preservation type steel reinforcement concrete hollow plate and construction method thereof |
CN101033634A (en) * | 2007-04-11 | 2007-09-12 | 李海深 | Combined inner mold and construction method thereof |
CN201024556Y (en) * | 2007-04-11 | 2008-02-20 | 李翔宇 | Heat preservation reinforced bar concrete hollow slab |
CN201024555Y (en) * | 2007-04-11 | 2008-02-20 | 李翔宇 | Combined internal model |
KR100901766B1 (en) * | 2009-02-05 | 2009-06-11 | 주식회사 반석티비에스 | 2 way slab using 1 way half precast concrete and construction method for the same |
CN102134888A (en) * | 2011-01-24 | 2011-07-27 | 金陵科技学院 | Cast-in-place reinforced concrete hollow floor (plate) with both thermal insulation and sound insulation functions and preparation method thereof |
CN102995825A (en) * | 2012-12-18 | 2013-03-27 | 湖北弘毅钢结构工程有限公司 | Spherical honeycomb-hole-type rib frame prestressed reinforced concrete superimposed sheet |
WO2015184476A1 (en) * | 2014-05-30 | 2015-12-03 | Duc Thang Do | Precast concrete falsework bubbledeck element and process of manufacturing thereof |
CN105569261A (en) * | 2015-06-09 | 2016-05-11 | 蔡顺利 | Three-dimensional space-network-structure board |
KR20160116176A (en) * | 2015-03-26 | 2016-10-07 | 삼성물산 주식회사 | Deckplate Combined Hollow Ball and Composite Plate Structure Using the Same |
CN106401052A (en) * | 2016-10-21 | 2017-02-15 | 季兆桐 | Prefabricated prestressed hollow slab and preparing method thereof |
CN107965081A (en) * | 2017-12-29 | 2018-04-27 | 北京城建北方建设有限责任公司 | Plastic hollow ball overlaps prefabricated board |
CN108518005A (en) * | 2018-04-28 | 2018-09-11 | 山东齐恒新材料有限公司 | A kind of concrete hollow superimposed sheet |
CN210421566U (en) * | 2019-07-11 | 2020-04-28 | 江西建工第二建筑有限责任公司 | Assembled spherical hollow slab |
-
2019
- 2019-07-11 CN CN201910626608.8A patent/CN110331807B/en active Active
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101033635A (en) * | 2007-04-11 | 2007-09-12 | 李海深 | Heat preservation type steel reinforcement concrete hollow plate and construction method thereof |
CN101033634A (en) * | 2007-04-11 | 2007-09-12 | 李海深 | Combined inner mold and construction method thereof |
CN201024556Y (en) * | 2007-04-11 | 2008-02-20 | 李翔宇 | Heat preservation reinforced bar concrete hollow slab |
CN201024555Y (en) * | 2007-04-11 | 2008-02-20 | 李翔宇 | Combined internal model |
KR100901766B1 (en) * | 2009-02-05 | 2009-06-11 | 주식회사 반석티비에스 | 2 way slab using 1 way half precast concrete and construction method for the same |
CN102134888A (en) * | 2011-01-24 | 2011-07-27 | 金陵科技学院 | Cast-in-place reinforced concrete hollow floor (plate) with both thermal insulation and sound insulation functions and preparation method thereof |
CN102995825A (en) * | 2012-12-18 | 2013-03-27 | 湖北弘毅钢结构工程有限公司 | Spherical honeycomb-hole-type rib frame prestressed reinforced concrete superimposed sheet |
WO2015184476A1 (en) * | 2014-05-30 | 2015-12-03 | Duc Thang Do | Precast concrete falsework bubbledeck element and process of manufacturing thereof |
KR20160116176A (en) * | 2015-03-26 | 2016-10-07 | 삼성물산 주식회사 | Deckplate Combined Hollow Ball and Composite Plate Structure Using the Same |
CN105569261A (en) * | 2015-06-09 | 2016-05-11 | 蔡顺利 | Three-dimensional space-network-structure board |
CN106401052A (en) * | 2016-10-21 | 2017-02-15 | 季兆桐 | Prefabricated prestressed hollow slab and preparing method thereof |
CN107965081A (en) * | 2017-12-29 | 2018-04-27 | 北京城建北方建设有限责任公司 | Plastic hollow ball overlaps prefabricated board |
CN108518005A (en) * | 2018-04-28 | 2018-09-11 | 山东齐恒新材料有限公司 | A kind of concrete hollow superimposed sheet |
CN210421566U (en) * | 2019-07-11 | 2020-04-28 | 江西建工第二建筑有限责任公司 | Assembled spherical hollow slab |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049317A (en) * | 2020-08-28 | 2020-12-08 | 苏玉柱 | Novel filling block |
CN113718942A (en) * | 2021-09-22 | 2021-11-30 | 张守彬 | Special spheroid of assembled building |
CN114673298A (en) * | 2022-04-24 | 2022-06-28 | 张泽 | Light framework and construction method for manufacturing partition board by using light framework |
Also Published As
Publication number | Publication date |
---|---|
CN110331807B (en) | 2024-02-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110331807A (en) | A kind of assembled spherical hollow plate | |
CN102296723A (en) | Outer multi-cavity steel plate concrete combined shear wall and construction method thereof | |
KR101311530B1 (en) | Strucutres of steel-concrete composite borad and composite bridge and construction method thereof | |
CN107476470A (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method | |
CN108678225A (en) | The built-in steel plate combined shear wall of built-in presstressed reinforcing steel steel pipe concrete frame and the practice | |
CN110130534A (en) | A kind of novel energy-consumption precast shear wall and its processing installation method | |
CN110512800A (en) | A kind of steel and concrete combined structure system and construction method | |
JP2673225B2 (en) | Prestressed concrete member and its manufacturing method and apparatus | |
CN102261186A (en) | Confined concrete box column structure and manufacturing method thereof | |
CN108385900A (en) | Damage controllable steel tube concrete superposed column and preparation method thereof | |
CN201826413U (en) | Segmented-connection concrete and steel plate combined shear wall with supports | |
CN210421566U (en) | Assembled spherical hollow slab | |
CN105971196A (en) | Method for constructing masonry structure embedded square concrete filled steel tube ring beam-constructional column | |
CN102051963A (en) | Concrete composite beam floor system and pouring method thereof | |
CN112983090B (en) | Silo top and construction method thereof | |
CN106996212A (en) | It is a kind of that there is shockproof light-duty residential system | |
CN107938845A (en) | A kind of concrete prefabricated assembling combining structures of FRP | |
CN210369494U (en) | Large-span prestressed hollow laminated slab | |
CN211286285U (en) | Solid reinforced concrete column structure | |
CN206667546U (en) | Add floor construction after a kind of steel reinforced concrete | |
CN117127787B (en) | Construction foundation structure for hollow floor slab and construction method thereof | |
CN111139973A (en) | Prefabricated concrete column with assembled disassembly-free template and preparation process thereof | |
CN207484749U (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls | |
CN205474800U (en) | Integrated configuration FRP material permanent formwork | |
CN110055882A (en) | A kind of box steel tube concrete superposed column structure and its manufacturing method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |