CN108360674A - A kind of frame structure prefabricated reinforced concrete triangular pedestals body - Google Patents
A kind of frame structure prefabricated reinforced concrete triangular pedestals body Download PDFInfo
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- CN108360674A CN108360674A CN201711474878.9A CN201711474878A CN108360674A CN 108360674 A CN108360674 A CN 108360674A CN 201711474878 A CN201711474878 A CN 201711474878A CN 108360674 A CN108360674 A CN 108360674A
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- reinforced concrete
- prefabricated reinforced
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 89
- 239000004567 concrete Substances 0.000 claims abstract description 27
- 238000011161 development Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 238000007569 slipcasting Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 21
- 229910003460 diamond Inorganic materials 0.000 description 14
- 239000010432 diamond Substances 0.000 description 14
- 238000005516 engineering process Methods 0.000 description 11
- 235000003283 Pachira macrocarpa Nutrition 0.000 description 10
- 235000014364 Trapa natans Nutrition 0.000 description 10
- 235000009165 saligot Nutrition 0.000 description 10
- 241001083492 Trapa Species 0.000 description 9
- 238000010276 construction Methods 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 230000008093 supporting effect Effects 0.000 description 3
- 238000012937 correction Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 230000001976 improved effect Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 238000012795 verification Methods 0.000 description 2
- 208000037656 Respiratory Sounds Diseases 0.000 description 1
- 240000001085 Trapa natans Species 0.000 description 1
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- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 150000001875 compounds Chemical group 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
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Classifications
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of frame structure prefabricated reinforced concrete triangular pedestals body, including girder, triangular reinforced bar concrete convex bearing, rectangular post holes, girder assembly side；It is characterized in that the girder combines together with prefabricated reinforced concrete bearing；The prefabricated reinforced concrete bearing body triangular shape；The waist edges bottom surfaces such as the prefabricated reinforced concrete triangular pedestals have L shape concrete raised；Be square post holes among the prefabricated reinforced concrete bearing；The corner of the triangle sets girder assembly side；The girder assembly side development length >=100mm；The vertical prefabricated reinforced concrete between girder and horizontal girder of the prefabricated reinforced concrete bearing；The prefabricated reinforced concrete bearing thickness >=300mm.
Description
Technical field
The present invention relates to a kind of assembled architecture systems technologies, and in particular to a kind of frame structure prefabricated reinforced concrete triangle
Shape bearing body.
Background technology
In order to adjust construction industry structure, construction quality is improved, Accelerating The Construction speed realizes energy conservation and environmental protection, reduces engineering
Cost, country's proposition widely popularize assembled architecture, specify specific implementation plan；And it requires in reinforced concrete frame knot
Extensive use in structure, reinforced concrete frame shear wall structure, steel construction and steel-concrete combined structure system specifies that China fills
With formula architectural structure system and application field；But large-span steel-reinforced concrete frame structure assembled architecture ground zero, and
Using common laminated floor slab and T plate superstructure technology, cause cost high, earth-free gas constrains assembled architecture industry
Development.
Such as a kind of ZL200410082381.9 " hollow floor slab with small dense ribs " of inventor, hollow filling body is embedded in cast-in-situ floor
Middle formation " T fonts " stress cross-section hollow layer, solves the problems, such as large span, large space, big load, is assembled architecture floor
It lays a good foundation.
Again in order to promote China's housing industrialization to develop, the ZL201620408935.8 of inventor's application " build by passive type
Energy saving integrated system " expands to cast-in-place concrete hollow building roof assembled architecture field by creating transition, solves
Assembled arthitecutral structure globality poor, large span without bright beam, component super large, component industrialization, construction quality controllability, work efficiency and
The problems such as environmental protection；These inventions, although laying the foundation for China's Process of Housing Industrialization, it is pre- that there is also long strip types
Crackle, the bidirectional stress in gap when the one-way of assembled cavity plate member stress processed, two pieces of prefabricated assembled cavity plate splits
The problems such as connection space of cavity floor transverse direction reinforcing bar is restricted.
In order to capture the low difficulty of steel reinforced concrete assembling building structure assembly rate, inventor applies
Assembly rate, within 40% has been increased to 70% or more, has passed through state by 201710951186.2 " a kind of assembled arthitecutral structures "
Family's grade experiment is checked and accepted, and safety of structure is strong and good economy performance, carries out assembled architecture for government and has played positive effect；But
Beam, column, floor node are all taken at cast-in-place state, although structure safety, need a large amount of temporary support supporting beam, column, building
Board member and there are many splices in Liang Yuliang, beam and column infall, bar connecting is loaded down with trivial details and cost is high.
At present, the assembled architecture of reinforced concrete frame structure also has many Ji arts Wen Ti No to have solution, causes to build
Cost is high, and popularization is obstructed；Therefore, inventor is again on the basis of existing background technology self, by verification experimental verification, by beam, column,
The cast-in-place concrete node region of floor, it is creative to be modified in that prefabricated reinforced concrete bearing body, enhancing shearing and resistance to flush shear force
Ability, by the column of rear pouring concrete and beam stress reinforcing bar node, be dispersed in column centre and prefabricated reinforced concrete bearing body except triangle
In the girder assembly side being arranged on the water chestnut of shape or triangle；Column steel bar stress passes through rectangular among prefabricated reinforced concrete bearing
Crisscross beam stress reinforcing bar up extends in post holes, realizes in beam, Column border node position no-reinforcing-bar connector, greatly reduces branch
Strut member and assembling speed is further speeded up, assembled quality is improved, reduces project cost；Realize that strong column and weak beam pours floor afterwards again
The assembled architecture overall structure new technology of top flange overlapping layers；It is reinforced concrete frame structure and frame core wall structure dress
The important breakthrough that new technology system is built with formula has become the urgent need of assembled architecture technical field innovation.
Invention content
It is an object of the invention to thoroughly solve the shearing of assembling frame Structure Beam-column node and resistance to flush shear force, reaches and carry
High building quality accelerates built speed, realizes that energy conservation and environmental protection, increase assembly rate, reduction cost and structure are safe and reliable；Play wound
The advantage of new assembled Building technology, the shortcomings that overcoming the prior art；Prefabricated reinforced concrete bearing body, the column of factorial praluction
The prefabricated components such as frame, girder, cavity board member, stair, wallboard, after assembled in situ, then outside prefabricated reinforced concrete bearing body
In node, column frame, the connection spaces rear pouring concrete such as the top flange of building floor, realize that strong column and weak beam pours floor top flange overlapping afterwards again
The assembled architecture overall structure new technology of layer；Reduce a large amount of supporting bar and easy construction process；By available frame knot
Structure, frame core wall structure, steel construction assembled laminated floor slab and T plate superstructure technology, transition and upgrade are a kind of band pre-manufactured steel
The assembled architecture technology of muscle concrete bearing body；Reach the existing assembled arthitecutral structure technical system of optimization, overcomes existing structure
A series of defects existing for technology.
Technical scheme is as follows, a kind of frame structure prefabricated reinforced concrete triangular pedestals body, including girder, three
Angular reinforced concrete convex bearing, rectangular post holes, girder assembly side；It is characterized in that it is one that the girder melts with prefabricated reinforced concrete bearing
Body；The prefabricated reinforced concrete bearing body triangular shape；The waist edges bottom surfaces such as the prefabricated reinforced concrete triangular pedestals have L shape
Concrete protrusion；Be square post holes among the prefabricated reinforced concrete bearing；The corner of the triangle sets girder assembly side；It is described
Girder assembly side development length >=100mm；The vertical prefabricated reinforced concrete between girder and horizontal girder of the prefabricated reinforced concrete bearing；It is described
Prefabricated reinforced concrete bearing thickness >=300mm.
Another preferred embodiment of the present invention is that the girder assembly side is reserved with main beam stress bar connecting end.
Another preferred embodiment of the present invention is that the girder assembly side is reserved with vertical or cross bolts hole.
Another preferred embodiment of the present invention is that the precast main beam both ends are in inclined-plane or inclined-plane of vertically slotting.
Another preferred embodiment of the present invention is that girder both ends bottom surface is reserved with baltimore groove；It is assembled in the baltimore groove
There is steel plate connector；
Another preferred embodiment of the present invention is precast main beam both ends reserved steel bar using mechanical connection or slip casting connection.
Another preferred embodiment of the present invention, which is the waist edges bottom surfaces such as the prefabricated reinforced concrete triangular pedestals, L shape coagulation
Native protrusion, the L shape concrete projection thickness >=80mm.
Another preferred embodiment of the present invention is the area of section of the interior empty area ＜ columns of the rectangular post holes.
Another preferred embodiment of the present invention is the prefabricated reinforced concrete abutment surface product ＞ 1.5m2。
Another preferred embodiment of the present invention is that the device for being connected to hollow girder is equipped in the rectangular post holes.
A kind of frame structure prefabricated reinforced concrete triangular pedestals body of the present invention, is the base in Architectural Structure Design drawing
For the girder of horizontal structure and floor and bearing, the column of vertical structure and the geometric dimension of wallboard on plinth, building structure is decomposed
Design drawing carries out quantization Secondary Design to assembling form or BIM processing, drawing resolves into N number of column and beam and assembled cavity
Board member and wall body construction etc., factory are produced into the prefabricated member of the specifications and models by the paper organization of decomposition, by component
Engineering site assembly is transported to pour as assembled monolithic architecture with after.
A kind of frame structure prefabricated reinforced concrete triangular pedestals body of specific implementation will under the action of plane mould
Triangle prefabricated reinforced concrete bearing body includes girder assembly side, the rectangular post holes in bearing centre, triangle edges, Jiao Ding, triangle
The angle top of shape is set in reinforced concrete between girder assembly side, Liang Yuliang, bolt hole, girder junction steel plate, the rectangular post holes in bearing centre
Girder cross wise reinforcement, prefabricated reinforced concrete convex bearing body water chestnut side bottom surface have L shape concrete protrusion, hanging ring be placed in plane
In mold；In order to mitigate weight and multifunctional application, hollow body can be placed in girder reinforcing bar keel, pour into a mould prefabricated reinforced concrete branch
Prefabricated reinforced concrete between the vertical girder of seat and horizontal girder, maintenance obtain assembled architecture prefabricated reinforced concrete bearing body；Prefabricated reinforced concrete
Bearing body thickness >=300mm；Girder reinforcing bar is indulged among prefabricated reinforced concrete bearing in rectangular post holes and horizontal girder reinforcing bar intersection has no
Reinforcing bar node；Girder assembly side development length >=100mm；Girder assembly side is reserved with main beam stress bar connecting end；Girder fills
It is reserved with vertical or lateral connection bolt hole with end；Precast main beam both ends are in inclined-plane or inclined-plane of vertically slotting, and mainly solve to increase
Contact surface；Girder both ends bottom surface is reserved with baltimore groove when using steel plate connector is assembled in baltimore groove, not allowing junction steel plate
It is exposed；Precast main beam both ends reserved steel bar is using mechanical connection or slip casting connection；The triangle two of the prefabricated reinforced concrete bearing
The waist edges bottom surface such as item has L shape concrete protrusion, L shape concrete projection thickness >=80mm；The interior empty area of rectangular post holes
The area of section of ＜ columns；Prefabricated reinforced concrete bearing is primary structure member its surface area ＞ 1.5m2；The company of being equipped in rectangular post holes
The device for leading to hollow girder, in order to further strengthen prefabricated reinforced concrete diamond shape or triangular pedestals structure stress, in bearing longitudinal direction
The bottom of girder and lateral girder applies haunched beam.
Description of the drawings
Fig. 1 is frame structure plane embodiment figure of the present invention.
Fig. 2 is diamond shaped prefabricated reinforced concrete bearing plan view of the present invention.
Specific implementation mode
The present invention is further described below in conjunction with the accompanying drawings.
Fig. 1 is frame structure plane embodiment figure of the present invention, when the present invention is implemented,
First step：Column frame 3, the diamond shaped prefabricated reinforced concrete of the Prefabricated Concrete of specifications and models needed for frame structure 1 are made in factory
Bearing body 2 or triangle prefabricated reinforced concrete support body 21, precast main beam 4, precast stair, cavity floor 5 and column reinforcing bar 31；Diamond shaped
Prefabricated reinforced concrete bearing body 2 includes between girder assembly side 24, the rectangular post holes 22 in bearing centre, water chestnut side 23, water chestnut 25, Liang Yuliang
Reinforced concrete 26, bolt hole 27, girder junction steel plate 28, the girder cross wise reinforcement 29 among bearing in rectangular post holes 22；It again will be
Factory makes required specifications and models prefabricated concrete element transported batchwise to frame structure building engineering site；
Second step：Column reinforcing bar 31 is bound on ground structure foundation columns position；It binds column reinforcing bar length and is more than story height；It will
Prefabricated post frame 3 is sleeved on outside the column reinforcing bar 31 of binding, and correction prefabricated post frame 3 is set with to pour into a mould in prefabricated post frame after location coordinate and mix
Solidifying soil concrete 33, builds up reinforced concrete combined column；
Third step：By the 2 horizontal handling of prefabricated reinforced concrete bearing body, be square post holes among diamond shape prefabricated reinforced concrete bearing body 2
22 alignment reinforced concrete combined columns, and across the exposed column reinforcing bar 31 of combined column, it is placed in the upper end concrete of combined column prefabricated post frame 3
On, four water chestnuts 25 of diamond shape prefabricated reinforced concrete bearing body 2 are propped up with vertical supporting bar, and girder assembly side 24 is aligned adjacent compound
The water chestnut of the prefabricated reinforced concrete bearing body 2 of column upper end；Diamond shape or three angle prefabricated reinforced concrete branch are disposed in adjacent combined column upper end
Pedestal 21；Girder assembly side between girder assembly side 24 and girder connecting pin 211 is overlapped temporarily with positioning square steel tube, is carried out
It corrects and positions support；Girder 4 is aligned to the girder assembly side of prefabricated reinforced concrete bearing body, connects contiguous prefabricated reinforced concrete bearing
The steel plate 28 of the girder assembly side girder bottom longitudinal notch of body, steel plate is solid by the screw rod in bolt hole 27, while passing through steel
Muscle connector 212, which is linked and packed, constitutes girder；
Four steps：Precast stair is installed；Cavity is disposed in the reinforced concrete frame that prefabricated reinforced concrete bearing body and girder are constituted
Floor member 5 connects cross rib beam steel 51 and adds longitudinal michinaga rib joist steel 52 in split slot between plate, is laid on floor thereafter
Flange plate reinforcing bar 53 and holder top reinforcing bar；It repeats binding and prolongs the column reinforcing bar 31 risen, length is equal to story height, by prefabricated post
Frame 3 is sleeved on outside the column reinforcing bar 31 of binding, and after correction prefabricated post frame suit location coordinate, concrete is poured into a mould in prefabricated post frame
33, build up reinforced concrete combined column；Simultaneously by split slot 54, floor top flange slab between rectangular post holes 22, girder assembly side 24, plate
Muscle 52 and holder top reinforcing bar pour concrete；It repeats the above steps, simple and direct assembly is combined into a kind of reinforced concrete frame structure.Also may be used
First to assemble the reinforced concrete for reassembling cavity floor component 5 after N layers of frame and pouring into a mould afterwards.In order to mitigate weight and multi-functional answer
With hollow body can be placed in girder reinforcing bar keel, pour concrete, maintenance obtains assembled architecture prefabricated reinforced concrete bearing body.
Fig. 2 is diamond shaped prefabricated reinforced concrete bearing plan view of the present invention, and diamond shaped prefabricated reinforced concrete bearing body 2 includes girder
Reinforced concrete 26, bolt hole 27, girder connect between rectangular post holes 22, water chestnut side 23, water chestnut 25, Liang Yuliang among assembly side 24, bearing
Connect steel plate 28, the girder cross wise reinforcement 29 among bearing in rectangular post holes 22；Diamond shape flat-die is put on a vibration table, is pacified in mold
Oneself either binds 29 skeleton of girder reinforcing bar by banded good girder framework of steel reinforcement in diamond shape flat-die, in vertical girder and horizontal girder
Between pour concrete 26 after setting shearing resistance reinforcing bar, constitute diamond shaped prefabricated reinforced concrete bearing 2；When as dark air duct or mitigation dead weight
When, it is bound in diamond shape flat-die in 29 skeleton of girder reinforcing bar and hollow mold is set, hollow mold can be extracted out after pour concrete, also can be permanent
Indwelling.23 bottom of the water chestnut side protrusion of diamond shaped prefabricated reinforced concrete bearing 2,23 bottom projection portion of water chestnut side are in assembly and empty
Chamber floor member bumps are coupled, and constitute 2 or bright beam support 2 of concealed beam bearing.
Finally it should be noted that:The above embodiments are merely illustrative of the technical scheme of the present invention and are not intended to be limiting thereof, to the greatest extent
Invention is explained in detail with reference to above-described embodiment for pipe, it should be understood by a person of ordinary skill in the art that still
The specific implementation mode of the present invention can be modified or replaced equivalently, and end is detached from any of spirit and scope of the invention
Modification or equivalent replacement, are intended to be within the scope of the claims of the invention.
Claims (10)
1. a kind of frame structure prefabricated reinforced concrete triangular pedestals body, including it is girder, triangular reinforced bar concrete convex bearing, rectangular
Post holes, girder assembly side；It is characterized in that the girder combines together with prefabricated reinforced concrete bearing；The prefabricated reinforced concrete bearing body
Triangular shape；The waist edges bottom surfaces such as the prefabricated reinforced concrete triangular pedestals have L shape concrete raised；It is described precast reinforced
Be square post holes among concrete bearing；The corner of the triangle sets girder assembly side；The girder assembly side development length >=
100mm；The vertical prefabricated reinforced concrete between girder and horizontal girder of the prefabricated reinforced concrete bearing；The prefabricated reinforced concrete bearing thickness >=
300mm。
2. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, spy is the girder dress
It is reserved with main beam stress bar connecting end with end.
3. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that the girder
Assembly side is reserved with vertical or cross bolts hole.
4. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that described prefabricated
Girder both ends are in inclined-plane or inclined-plane of vertically slotting.
5. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that the girder
Both ends bottom surface is reserved with baltimore groove；Steel plate connector is assembled in the baltimore groove.
6. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that described prefabricated
Girder both ends reserved steel bar is using mechanical connection or slip casting connection.
7. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that described prefabricated
The waist edges bottom surface such as reinforced concrete triangular pedestals has L shape concrete protrusion, the L shape concrete projection thickness >=80mm.
8. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that described rectangular
The area of section of the interior empty area ＜ columns of post holes.
9. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that described prefabricated
Reinforced concrete abutment surface accumulates ＞ 1.5m2。
10. as described in claim a kind of frame structure prefabricated reinforced concrete triangular pedestals body, it is characterised in that described rectangular
The device for being connected to hollow girder is installed in post holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711474878.9A CN108360674A (en) | 2017-12-29 | 2017-12-29 | A kind of frame structure prefabricated reinforced concrete triangular pedestals body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711474878.9A CN108360674A (en) | 2017-12-29 | 2017-12-29 | A kind of frame structure prefabricated reinforced concrete triangular pedestals body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108360674A true CN108360674A (en) | 2018-08-03 |
Family
ID=63010369
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711474878.9A Pending CN108360674A (en) | 2017-12-29 | 2017-12-29 | A kind of frame structure prefabricated reinforced concrete triangular pedestals body |
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| CN (1) | CN108360674A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3918222A (en) * | 1974-06-03 | 1975-11-11 | Bahram Bahramian | Prefabricated modular flooring and roofing system |
| US4333285A (en) * | 1977-01-20 | 1982-06-08 | Kajima Kensetsu Kabushiki Kaisha | Building structure |
| CN1637217A (en) * | 2004-12-31 | 2005-07-13 | 王本淼 | Hollow floor slab with small dense ribs and its production process |
| JP2008031840A (en) * | 2007-09-21 | 2008-02-14 | Sumitomo Mitsui Construction Co Ltd | Column-beam joining structure of building and its joining method |
| CN105756191A (en) * | 2016-04-22 | 2016-07-13 | 河北省建筑科学研究院 | Assembling-type beam-column joint connection structure for concrete special-shaped column frame |
| CN105863140A (en) * | 2016-06-08 | 2016-08-17 | 湖南标迪夫节能科技有限公司 | Precast hollow floor's component for stress island based hollow floor system |
| CN205839952U (en) * | 2016-05-06 | 2016-12-28 | 湖南标迪夫节能科技有限公司 | Selective model integral system |
-
2017
- 2017-12-29 CN CN201711474878.9A patent/CN108360674A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3918222A (en) * | 1974-06-03 | 1975-11-11 | Bahram Bahramian | Prefabricated modular flooring and roofing system |
| US4333285A (en) * | 1977-01-20 | 1982-06-08 | Kajima Kensetsu Kabushiki Kaisha | Building structure |
| CN1637217A (en) * | 2004-12-31 | 2005-07-13 | 王本淼 | Hollow floor slab with small dense ribs and its production process |
| JP2008031840A (en) * | 2007-09-21 | 2008-02-14 | Sumitomo Mitsui Construction Co Ltd | Column-beam joining structure of building and its joining method |
| CN105756191A (en) * | 2016-04-22 | 2016-07-13 | 河北省建筑科学研究院 | Assembling-type beam-column joint connection structure for concrete special-shaped column frame |
| CN205839952U (en) * | 2016-05-06 | 2016-12-28 | 湖南标迪夫节能科技有限公司 | Selective model integral system |
| CN105863140A (en) * | 2016-06-08 | 2016-08-17 | 湖南标迪夫节能科技有限公司 | Precast hollow floor's component for stress island based hollow floor system |
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Application publication date: 20180803 |