CN108149789A - A kind of assembled architecture triangular pedestals body - Google Patents
A kind of assembled architecture triangular pedestals body Download PDFInfo
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- CN108149789A CN108149789A CN201711481894.0A CN201711481894A CN108149789A CN 108149789 A CN108149789 A CN 108149789A CN 201711481894 A CN201711481894 A CN 201711481894A CN 108149789 A CN108149789 A CN 108149789A
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- girder
- reinforced concrete
- prefabricated reinforced
- assembled architecture
- triangular
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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
- 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
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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 assembled architecture 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 protrusion；Be square post holes among the prefabricated reinforced concrete bearing；The corner of the triangle sets girder assembly side；The main beam design is in ⊥ shapes, girder reinforcing bar non junction in rectangular post holes；The girder assembly side extension；The bottom surface of the elongate spine has L shape concrete protrusion；The prefabricated reinforced concrete bearing indulges prefabricated reinforced concrete between girder and horizontal girder；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 assembled architecture triangular pedestals
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 development, the ZL201620408935.8 of inventor's application " build by passive type
Energy saving integrated system " cast-in-place concrete hollow building roof, expands to 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, it is also pre- there are long strip type although laying the foundation for China's Process of Housing Industrialization
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 more than 70%, 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 triangle except the centre of column and prefabricated reinforced concrete bearing body
In the girder assembly side set 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
Important breakthrough with formula building new technology system 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, reach and carry
High building quality, built speed of accelerating realize 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
The connection spaces rear pouring concretes such as node, column frame are interior, 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, overcome existing structure
A series of defects existing for technology.
Technical scheme is as follows, a kind of assembled architecture 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；It is described
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；The girder is set
Meter is in ⊥ shapes, girder reinforcing bar non junction in rectangular post holes；The girder assembly side extension；The bottom surface of the elongate spine has
L shape concrete protrusion；The prefabricated reinforced concrete bearing indulges prefabricated reinforced concrete between girder and horizontal girder；The 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 horizontal combination bolt 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 is that the waist edges bottom surfaces such as the prefabricated reinforced concrete triangular pedestals have 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 connecting hollow girder is equipped in the rectangular post holes.
Another preferred embodiment of the present invention is that the device for connecting hollow girder is equipped in the rectangular post holes.
A kind of assembled architecture triangular pedestals body of the present invention, is directed on the basis of Architectural Structure Design drawing
The girder and floor and bearing of horizontal structure, the column of vertical stratification and the geometric dimension of wallboard decompose Architectural Structure Design drawing,
Quantization Secondary Design is carried out to assembling form or BIM processing, drawing resolve into N number of column and beam and assembled cavity board member and wall
Body component etc., factory are produced into the prefabricated member of the specifications and models by the paper organization of decomposition, and component is transported to engineering
Assembled in situ is poured with after as assembled monolithic architecture.
A kind of assembled architecture triangular pedestals body of specific implementation, under the action of plane mould, by triangle
It pushes up at angle of the prefabricated reinforced concrete bearing body comprising girder assembly side, the rectangular post holes in bearing centre, triangle edges, Jiao Ding, triangle
If the girder between girder assembly side, Liang Yuliang in reinforced concrete, bolt hole, girder junction steel plate, the rectangular post holes in bearing centre is handed over
Pitch reinforcing bar, the water chestnut side bottom surface of prefabricated reinforced concrete convex bearing body has L shape concrete protrusion, hanging ring to be placed in plane mould；
In order to mitigate weight and multifunctional application, hollow body can be placed in girder reinforcing bar keel, cast prefabricated reinforced concrete bearing indulges master
Prefabricated reinforced concrete between beam 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 intersects and no-reinforcing-bar section
Point；Girder assembly side development length >=100mm；Girder assembly side is reserved with main beam stress bar connecting end；Girder assembly side is pre-
There are vertical or lateral connection bolts hole；Precast main beam both ends are in inclined-plane or inclined-plane of vertically slotting, and mainly solve increase contact surface；
Girder both ends bottom surface is reserved with baltimore groove and works as using steel plate connector is assembled in baltimore groove, does not allow junction steel plate exposed；In advance
Girder both ends processed reserved steel bar is using mechanical connection or slip casting connection；The waist edges such as two, the triangle of the prefabricated reinforced concrete bearing
Bottom surface has L shape concrete protrusion, L shape concrete projection thickness >=80mm；The interior empty area ＜ columns of rectangular post holes are cut
Face area；Prefabricated reinforced concrete bearing is primary structure member its surface area ＞ 1.5m2；The hollow master of connection is installed in rectangular post holes
The device of beam.
Description of the drawings
Fig. 1 is frame structure plane embodiment figure of the present invention.
Fig. 2 is triangle prefabricated reinforced concrete bearing plan view of the present invention.
Specific embodiment
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 is included between girder assembly side 24, the rectangular post holes 22 in bearing centre, water chestnut side 23, water chestnut 25, Liang Yuliang
Girder cross wise reinforcement 29 in reinforced concrete 26, bolt hole 27, girder junction steel plate 28, the rectangular post holes 22 in bearing centre；It again will be
Factory make needed for 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 with positioning square steel tube is overlapped temporarily, 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 consolidated by the screw rod in bolt hole 27, while passes through steel
Muscle connector 212, which is linked and packed, forms girder；
Four steps：Precast stair is installed；Cavity is disposed in the reinforced concrete frame formed in prefabricated reinforced concrete bearing body and girder
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 assembling 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 it is multi-functional should
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 triangle prefabricated reinforced concrete bearing plan view of the present invention, when the present invention is implemented；Triangle is precast reinforced
Concrete bearing body 21 includes steel between girder assembly side 24, the rectangular post holes 22 in bearing centre, triangle edges 23, angle top 25, Liang Yuliang
Girder cross wise reinforcement 29 in muscle concrete 26, bolt hole 27, girder junction steel plate 28, the rectangular post holes 22 in bearing centre；By triangle
Flat-die is put on a vibration table, is pacified oneself banded good girder framework of steel reinforcement in mold and is either bound girder in triangle flat-die
29 skeleton of reinforcing bar, sets pour concrete 26 after shearing resistance reinforcing bar between vertical girder and horizontal girder, and triangle shape is precast reinforced
Concrete bearing 21；When as dark air duct or when mitigating dead weight, bound in triangle flat-die set in 29 skeleton of girder reinforcing bar it is hollow
Mould, hollow mold can be extracted out after pour concrete, also can permanent indwelling.Under the triangle edges 23 of triangle prefabricated reinforced concrete bearing 21
Base protrusion, 23 bottom projection portion of triangle edges are coupled in assembling with cavity floor component bumps, form concealed beam bearing
211 or bright beam supports 212.
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
Pipe is described in detail the present invention with reference to above-described embodiment, it should be understood by a person of ordinary skill in the art that still
The specific embodiment 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 assembled architecture triangular pedestals body, including girder, triangular reinforced bar concrete convex bearing, rectangular post holes, master
Beam assembly side；It is characterized in that the girder combines together with prefabricated reinforced concrete bearing；The prefabricated reinforced concrete bearing body is in triangle
Shape；The waist edges bottom surfaces such as the prefabricated reinforced concrete triangular pedestals have L shape concrete protrusion；The prefabricated reinforced concrete bearing
Centre is square post holes；The corner of the triangle sets girder assembly side；The main beam design is in ⊥ shapes, and girder reinforcing bar is rectangular
Non junction in post holes；The girder assembly side extension；The bottom surface of the elongate spine has L shape concrete protrusion；It is described pre-
Reinforced concrete bearing processed indulges prefabricated reinforced concrete between girder and horizontal girder；The prefabricated reinforced concrete bearing thickness >=300mm.
2. a kind of assembled architecture triangular pedestals body as described in claim 1, spy are that the girder assembly side is pre-
There are main beam stress bar connecting ends.
A kind of 3. assembled architecture triangular pedestals body as described in claim 1, it is characterised in that the girder assembly side
It is reserved with vertical or horizontal combination bolt hole.
A kind of 4. assembled architecture triangular pedestals body as described in claim 1, it is characterised in that the precast main beam two
End is in inclined-plane or inclined-plane of vertically slotting.
A kind of 5. assembled architecture triangular pedestals body as described in claim 1, it is characterised in that girder both ends bottom
Surface is reserved with baltimore groove；Steel plate connector is assembled in the baltimore groove.
A kind of 6. assembled architecture triangular pedestals body as described in claim 1, it is characterised in that the precast main beam two
Reserved steel bar is held using mechanical connection or slip casting connection.
A kind of 7. assembled architecture triangular pedestals body as described in claim 1, it is characterised in that the prefabricated reinforced concrete
The waist edges bottom surface such as triangular pedestals has L shape concrete protrusion, the L shape concrete projection thickness >=80mm.
8. a kind of assembled architecture triangular pedestals body as described in claim 1, it is characterised in that the rectangular post holes
The area of section of interior sky area ＜ columns.
A kind of 9. assembled architecture triangular pedestals body as described in claim 1, it is characterised in that the prefabricated reinforced concrete
Abutment surface product ＞ 1.5m2。
10. a kind of assembled architecture triangular pedestals body as described in claim 1, it is characterised in that in the rectangular post holes
The device for connecting hollow girder is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711481894.0A CN108149789A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture triangular pedestals body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711481894.0A CN108149789A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture triangular pedestals body |
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| Publication Number | Publication Date |
|---|---|
| CN108149789A true CN108149789A (en) | 2018-06-12 |
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ID=62460271
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711481894.0A Pending CN108149789A (en) | 2017-12-29 | 2017-12-29 | A kind of assembled architecture triangular pedestals body |
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| Country | Link |
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| CN (1) | CN108149789A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636560A (en) * | 2020-07-02 | 2020-09-08 | 张家港联峰钢铁研究所有限公司 | A prefabricated reinforced concrete bearing body for prefabricated buildings |
Citations (3)
| 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 |
| 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 |
-
2017
- 2017-12-29 CN CN201711481894.0A patent/CN108149789A/en active Pending
Patent Citations (3)
| 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 |
| 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 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111636560A (en) * | 2020-07-02 | 2020-09-08 | 张家港联峰钢铁研究所有限公司 | A prefabricated reinforced concrete bearing body for prefabricated buildings |
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Application publication date: 20180612 |
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