CN110528687A - A kind of assembling frame building structure and building body - Google Patents
A kind of assembling frame building structure and building body Download PDFInfo
- Publication number
- CN110528687A CN110528687A CN201910931921.2A CN201910931921A CN110528687A CN 110528687 A CN110528687 A CN 110528687A CN 201910931921 A CN201910931921 A CN 201910931921A CN 110528687 A CN110528687 A CN 110528687A
- Authority
- CN
- China
- Prior art keywords
- building structure
- prestressed concrete
- hollow cylinder
- assembling frame
- frame building
- 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.)
- Pending
Links
- 239000011513 prestressed concrete Substances 0.000 claims abstract description 52
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 230000002787 reinforcement Effects 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 210000003205 muscle Anatomy 0.000 claims description 16
- 238000005452 bending Methods 0.000 claims description 12
- 238000009415 formwork Methods 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 29
- 238000000034 method Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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
-
- 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
- E04B1/19—Three-dimensional framework structures
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tents Or Canopies (AREA)
Abstract
The invention discloses a kind of assembling frame building structure and building bodies, are related to assembled architecture technical field.The assembling frame building structure includes multiple hollow cylinder modules, post tentioned prestressed concrete girder and pretensioned prestressing T plate, multiple hollow cylinder modules are erected on supporting surface for being spaced, multiple post tentioned prestressed concrete girders are located at respectively between multipair adjacent hollow cylinder module, and it is detachably connected with hollow cylinder module, multiple pretensioned prestressing T plates are located between multipair opposite post tentioned prestressed concrete girder respectively, and are detachably connected with post tentioned prestressed concrete girder.Assembling frame building structure provided by the invention reduces the dosage of template, shortens the duration while guaranteeing construction quality.
Description
Technical field
The present invention relates to assembled architecture technical fields, in particular to a kind of assembling frame building structure and build
Build main body.
Background technique
Currently, traditional cast-in-place structural is gradually replaced by more and more fabricated constructions, common assembled knot on the market
Structure generally requires to expend a large amount of template when being constructed, and the amount of pouring is larger, and construction quality cannot ensure, and the duration compared with
It is long.
Summary of the invention
The purpose of the present invention is to provide a kind of assembling frame building structure, can reduce template consumption, and can
While guaranteeing higher construction quality, shorten the construction period.
Another object of the present invention is to provide a kind of building body, template consumption can be reduced, and can guaranteed
While higher construction quality, shorten the construction period.
The present invention provides a kind of technical solution:
A kind of assembling frame building structure, including multiple hollow cylinder modules, post tentioned prestressed concrete girder and pre-tensioning system are pre-
Stress T plate, multiple hollow cylinder modules are erected on supporting surface for being spaced, multiple post tentioned prestressed concrete girders point
It is not located between the multipair adjacent hollow cylinder module, and be detachably connected with the hollow cylinder module, Duo Gesuo
Pretensioned prestressing T plate is stated to be located at respectively between the multipair opposite post tentioned prestressed concrete girder, and with the post stretching
Prestressed girder is detachably connected.
Further, interval is equipped with multiple embedded boards, the double T of the pretensioned prestressing on the post tentioned prestressed concrete girder
Plate is connect by the embedded board with the post tentioned prestressed concrete girder.
Further, the pretensioned prestressing T plate includes that main board and two intervals are erected on the main board one
Girt strip on side, side of the girt strip far from the main board are detachably connected with the embedded board.
Further, the assembling frame building structure further includes bending connecting plate and fixing bolt, and the bending connects
Fishplate bar is bonded with the girt strip and the embedded board respectively, and is fixed respectively by the fixing bolt.
Further, the both ends of the post tentioned prestressed concrete girder offer keyway respectively, and the hollow cylinder module passes through
One U-shaped steel muscle and the keyway cooperate.
Further, the both ends of the post tentioned prestressed concrete girder are convexly equipped with the steel strand wires of end bending respectively.
Further, the hollow cylinder module includes hollow mould, multiple Reinforcements and stirrup mesh sheet, described
Hollow mould, which surrounds, pours cavity, multiple Reinforcements be respectively contained in it is described pour in cavity, and by multiple
The stirrup mesh sheet along the hollow mould axial arranging is fixed, and the both ends of the Reinforcement are respectively by described hollow
The both ends of formwork are stretched out.
Further, the hollow cylinder module further includes vertical muscle connection sleeve, and the vertical muscle connection sleeve is used for institute
State the steel reinforcement abutting joints of projection on Reinforcement and the supporting surface.
Further, multiple pre-buried dowels are provided in the post tentioned prestressed concrete girder, the pre-buried dowel is after described
Open radially extending for method prestressed girder.
The present invention also provides a kind of building body, the building body includes multiple assembling frame building knots
Structure, the assembling frame building structure include the double T of multiple hollow cylinder modules, post tentioned prestressed concrete girder and pretensioned prestressing
Plate, multiple hollow cylinder modules are erected on supporting surface for being spaced, and multiple post tentioned prestressed concrete girders are respectively across setting
It is detachably connected between the multipair adjacent hollow cylinder module, and with the hollow cylinder module, it is multiple described first to open
Method prestressing force T plate is located at respectively between the multipair opposite post tentioned prestressed concrete girder, and with it is described post-stressed
Beam is detachably connected, and multiple assembling frame building structure are stacked, and the two adjacent assembling frames build knot
It is connected with each other between structure by the hollow cylinder module.
Compared with prior art, assembling frame building structure provided by the invention, multiple hollow cylinder modules are for being spaced
Be erected on supporting surface, multiple post tentioned prestressed concrete girders are located at respectively between multipair adjacent hollow cylinder module, and with sky
Stem module is detachably connected, and multiple pretensioned prestressing T plates are located at multipair opposite post tentioned prestressed concrete girder respectively
Between, and be detachably connected with post tentioned prestressed concrete girder.That is, hollow body module is superposed column, work progress is greatly reduced
In template usage amount；Multiple post tentioned prestressed concrete girders are built between hollow cylinder module across setting, and multiple pre-tensioning systems are answered in advance
Power T plate is built between multiple post tentioned prestressed concrete girders across setting, and is reduced casting process, is greatly shortened the duration；Post stretching is answered in advance
Power beam and pretensioned prestressing T plate cracking resistance are higher, ensure that higher construction quality.Therefore, dress provided by the invention
Beneficial effect with formula frame building structure is: reducing the dosage of template, shortens the duration while guaranteeing construction quality.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached
Figure is briefly described.It should be appreciated that the following drawings illustrates only certain embodiments of the present invention, therefore it is not construed as pair
The restriction of range.It for those of ordinary skill in the art, without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings.
Fig. 1 is the structural schematic diagram for the assembling frame building structure that the first embodiment of the present invention provides；
Fig. 2 is the cross-sectional view of a hollow cylinder module and the connection structure of post tentioned prestressed concrete girder in Fig. 1；
Fig. 3 is the cross-sectional view of another hollow cylinder module and the connection structure of post tentioned prestressed concrete girder in Fig. 1；
Fig. 4 is the cross-sectional view of the connection structure of post tentioned prestressed concrete girder and pretensioned prestressing T plate in Fig. 1；
Fig. 5 is knot of the connection structure of post tentioned prestressed concrete girder and pretensioned prestressing T plate under the first visual angle in Fig. 1
Structure schematic diagram.
Icon: 100- assembling frame building structure；110- hollow cylinder module；111- hollow mould；1111- pours sky
Chamber；113- Reinforcement；115- stirrup mesh sheet；117- indulges muscle and connects sleeve；120-U steel bar；130- post stretching is answered in advance
Power beam；131- embedded board；133- steel strand wires；The pre-buried dowel of 135-；150- pretensioned prestressing T plate；151- main board；153-
Girt strip；170- bending connecting plate；190- fixing bolt.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described.Obviously, described embodiment is
A part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is implemented
The component of example can be arranged and be designed with a variety of different configurations.
Therefore, the detailed description of the embodiment of the present invention provided in the accompanying drawings is not intended to limit below claimed
The scope of the present invention, but be merely representative of selected embodiment of the invention.Based on the embodiments of the present invention, this field is common
Technical staff's every other embodiment obtained without creative efforts belongs to the model that the present invention protects
It encloses.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present invention, it is to be understood that, term " on ", "lower", "inner", "outside", "left", "right" etc. indicate
Orientation or positional relationship be based on the orientation or positional relationship shown in the drawings or the invention product using when usually put
Orientation or positional relationship or the orientation or positional relationship that usually understands of those skilled in the art, be merely for convenience of retouching
It states the present invention and simplifies description, rather than the equipment of indication or suggestion meaning or element must have a particular orientation, with specific
Orientation construction and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " etc. are only used for distinguishing description, it is not understood to indicate or imply relatively important
Property.
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, " setting ", " even
Connect " etc. terms shall be understood in a broad sense, for example, " connection " may be a fixed connection, may be a detachable connection, or integrally connect
It connects；It can be mechanical connection, be also possible to be electrically connected；It can be and be directly connected to, can also be indirectly connected with by intermediary, it can
To be the connection inside two elements.For the ordinary skill in the art, can understand as the case may be above-mentioned
The concrete meaning of term in the present invention.
With reference to the accompanying drawing, detailed description of the preferred embodiments.
First embodiment
It please refers to shown in Fig. 1, assembling frame building structure 100 provided in this embodiment, is applied to construction, can subtract
The dosage of formwork for placing during Shaoshi work saves construction cost to a certain extent, and can be while guaranteeing construction quality
It shortens the construction period.
Assembling frame building structure 100 provided in this embodiment, including multiple hollow cylinder modules 110, post stretching are pre-
Stress beam 130 and pretensioned prestressing T plate 150.In the construction process, hollow cylinder module 110 for be spaced be erected on as
On the supporting surface of ground, intermediate floor column etc., for building in vertical space between two hollow cylinder modules 110 erected
Wall or installation glass metope etc..
Incorporated by reference to shown in Fig. 1, Fig. 2 and Fig. 3, multiple post tentioned prestressed concrete girders 130 are located at multipair adjacent hollow respectively
Between cylinder module 110, and it is detachably connected with hollow cylinder module 110.It is being in practice of construction, by multiple hollow cylinders
After the completion of module 110 erects, by boom hoisting, in the every two adjacent one end of hollow cylinder module 110 far from supporting surface
Across post tentioned prestressed concrete girder 130 is set, the same hollow cylinder module 110 can be each with 1~4 post tentioned prestressed concrete girder 130 simultaneously
From one end connect.
In the present embodiment, the both ends of post tentioned prestressed concrete girder 130 offer keyway respectively, and hollow cylinder module 110 passes through
One U-shaped steel muscle 120 cooperates with keyway.It is answered in advance when the opposite two sides of hollow cylinder module 110 are required to connect different post stretching
When power beam 130, the bending section at the both ends of U-shaped steel muscle 120 is each passed through the end of hollow cylinder module 110, and respectively with one
The keyway of post tentioned prestressed concrete girder 130 cooperates.When the side of hollow cylinder module 110 needs and a post tentioned prestressed concrete girder
When 130 connection, in the bending section insertion hollow cylinder module 110 of 120 one end of U-shaped steel muscle, the bending section and post stretching of the other end
The keyway of prestressed girder 130 cooperates.
The both ends of post tentioned prestressed concrete girder 130 are convexly equipped with the steel strand wires 133 of end bending, the effect of steel strand wires 133 respectively
It is, after the completion of the connection of post tentioned prestressed concrete girder 130, when being poured to hollow cylinder module 110, so that steel strand wires 133
It is poured together with hollow cylinder module 110, plays the role of pullling reinforcing.
In the present embodiment, hollow cylinder module 110 includes hollow mould 111, multiple Reinforcements 113 and stirrup net
Piece 115.According to construction requirement, the radial cross-sectional shape of hollow mould 111 can be a variety of, such as quadrangle, pentagon.This reality
It applies in example, the radial cross-sectional shape of hollow mould 111 is quadrangle, surrounds rectangle and pours cavity 1111, multiple longitudinal stress steel
Muscle 113, which is respectively contained in, to be poured in cavity 1111, and solid by multiple stirrup mesh sheet 115 along 111 axial arranging of hollow mould
Fixed, the both ends of Reinforcement 113 are stretched out by the both ends of hollow mould 111 respectively.
When hollow cylinder module 110 is applied to the bottom or intermediate floor of building body, multiple Reinforcements 113
One end far from supporting surface with one layer thereon of reinforcing bar for connecting.When hollow cylinder module 110 is applied to the top of building body
When layer, after the completion of hollow cylinder module 110 erects, Reinforcement 113 can be stretched out far from one end of supporting surface empty
It cuts the part of heart formwork 111.
Multiple stirrup mesh sheet 115 are in along 111 axial arranging of hollow mould for fettering multiple Reinforcements 113
The position compared with centered on for pouring cavity 1111, avoids Reinforcement 113 from contacting with hollow mould 111, is poured with improving
Quality.
Hollow cylinder module 110 further includes vertical muscle connection sleeve 117, indulges muscle connection sleeve 117 and is used for longitudinal stress steel
The steel reinforcement abutting joints of projection on muscle 113 and supporting surface.Multiple Reinforcements 113 are connected into sleeve by multiple vertical muscle respectively
After the completion of 117 steel reinforcement abutting joints protruded above with supporting surface, that is, complete erecting for hollow cylinder module 110.Later, to pouring cavity
1111 are poured, and after pouring the concrete coagulation in cavity 1111, that is, form superposed column, and subsequent can to carry out post stretching pre-
The installation of stress beam 130.
Incorporated by reference to shown in Fig. 4 and Fig. 5, pretensioned prestressing T plate 150 includes that main board 151 and two intervals are erected on
Girt strip 153 on 151 side of main board, side of the girt strip 153 far from main board 151 and post tentioned prestressed concrete girder 130 are detachable
Connection.Two girt strips 153 extend along the extending direction of main board 151 respectively, after being connected and fixed with post tentioned prestressed concrete girder 130,
Play the role of support body plate 151.Side of the main board 151 far from girt strip 153 is for casting concrete etc., with above it
Form flooring.
In the present embodiment, in order to which influence of the stress concentration to post tentioned prestressed concrete girder 130 is discharged, in post tentioned prestressed concrete girder
Interval is equipped with multiple embedded boards 131 on 130, pretensioned prestressing T plate 150 by embedded board 131 with it is post-stressed
Beam 130 connects.I.e. in practical applications, side of the girt strip 153 far from main board 151 is answered with embedded board 131 far from post stretching in advance
The side of power beam 130 connects.
In the actual construction process, after pretensioned prestressing T plate 150 is placed on embedded board 131, bending is connected
Plate 170 is placed on embedded board 131, and is bonded its another side in girt strip 153, and is locked by fixing bolt 190
Fixed, as shown in figure 5, being provided through mounting hole on girt strip 153 in the present embodiment, fixing bolt 190 passes through across mounting hole
Nut locking.
Please continue to refer to shown in Fig. 4, in the present embodiment, for the radial load-bearing for further strengthening post tentioned prestressed concrete girder 130
Ability, is provided with multiple pre-buried dowels 135 in post tentioned prestressed concrete girder 130, and pre-buried dowel 135 is along post tentioned prestressed concrete girder
130 radially extend, and the main body of post tentioned prestressed concrete girder 130 is to be formed before factory by concreting, pour carrying out main body
Before, by pre-buried dowel 135 as in its formwork for placing.
Assembling frame building structure 100 provided in this embodiment, hollow cylinder module 110, post tentioned prestressed concrete girder
130 and pretensioned prestressing T plate 150 scene dress directly directly can be carried out during actual construction by the unified production molding of factory
Match.It avoids and a large amount of formwork for placing is additionally set, and reduce cast in situs amount, greatly shorten duration, also, open tubular column
Module 110 is superposed column, has stronger load-bearing capacity, post tentioned prestressed concrete girder 130 and pretensioned prestressing T plate 150
Stronger crack resistance is all had, therefore, is constructed with assembling frame building structure 100 provided in this embodiment, Neng Goubao
Demonstrate,prove higher construction quality.
Therefore, assembling frame building structure 100 provided in this embodiment is applied to construction, can be reduced and constructed
The dosage of formwork for placing in journey is saved construction cost to a certain extent, and can be shortened the construction period while guaranteeing construction quality.
Second embodiment
The present embodiment provides a kind of building body, building body includes multiple assembling frame building structure 100, multiple
Assembling frame building structure 100 is stacked, and passes through hollow cylinder mould between two adjacent assembling frame building structure 100
Block 110 is connected with each other.
Building body provided in this embodiment, the hollow cylinder module 110 of assembling frame building structure 100, post-tensioning
Method prestressed girder 130 and pretensioned prestressing T plate 150 can be directly by the unified production moldings of factory, during actual construction, directly
Carry out assembled in situ.It avoids and a large amount of formwork for placing is additionally set, and reduce cast in situs amount, greatly shorten the duration,
Also, hollow cylinder module 110 is superposed column, has stronger load-bearing capacity, post tentioned prestressed concrete girder 130 and pre-tensioning system are answered in advance
Power T plate 150 all has stronger crack resistance, can guarantee higher construction quality.Therefore, building master provided in this embodiment
Body can be reduced the dosage of formwork for placing in work progress, save construction cost to a certain extent, with higher construction quality
It shortens the construction period simultaneously.
These are only the preferred embodiment of the present invention, is not intended to restrict the invention, for those skilled in the art
For member, the invention may be variously modified and varied.All within the spirits and principles of the present invention, it is made it is any modification,
Equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of assembling frame building structure, which is characterized in that including multiple hollow cylinder modules, post tentioned prestressed concrete girder and
Pretensioned prestressing T plate, multiple hollow cylinder modules are erected on supporting surface for being spaced, and multiple post stretching are pre-
Stress beam is located between the multipair adjacent hollow cylinder module respectively, and detachably connects with the hollow cylinder module
Connect, multiple pretensioned prestressing T plates are located at respectively between the multipair opposite post tentioned prestressed concrete girder, and with institute
Post tentioned prestressed concrete girder is stated to be detachably connected.
2. assembling frame building structure according to claim 1, which is characterized in that between on the post tentioned prestressed concrete girder
Every being equipped with multiple embedded boards, the pretensioned prestressing T plate is connected by the embedded board and the post tentioned prestressed concrete girder
It connects.
3. assembling frame building structure according to claim 2, which is characterized in that the pretensioned prestressing T plate
The girt strip being erected on the main board side, side of the girt strip far from the main board are spaced including main board and two
It is detachably connected with the embedded board.
4. assembling frame building structure according to claim 3, which is characterized in that the assembling frame building structure
It further include bending connecting plate and fixing bolt, the bending connecting plate is bonded with the girt strip and the embedded board respectively, and is led to
The fixing bolt is crossed to fix respectively.
5. assembling frame building structure according to claim 1, which is characterized in that the two of the post tentioned prestressed concrete girder
End offers keyway respectively, and the hollow cylinder module is cooperated by a U-shaped steel muscle and the keyway.
6. assembling frame building structure according to claim 5, which is characterized in that the two of the post tentioned prestressed concrete girder
End is convexly equipped with the steel strand wires of end bending respectively.
7. assembling frame building structure according to claim 1, which is characterized in that the hollow cylinder module includes sky
Heart formwork, multiple Reinforcements and stirrup mesh sheet, the hollow mould, which surrounds, pours cavity, multiple longitudinal stress steel
Muscle pours in cavity described in being respectively contained in, and solid by multiple stirrup mesh sheet along the hollow mould axial arranging
Fixed, the both ends of the Reinforcement are stretched out by the both ends of the hollow mould respectively.
8. assembling frame building structure according to claim 7, which is characterized in that the hollow cylinder module further includes
Vertical muscle connects sleeve, and the vertical muscle connection sleeve is used for the reinforcing bar pair of projection on the Reinforcement and the supporting surface
It connects.
9. assembling frame building structure according to claim 1, which is characterized in that set in the post tentioned prestressed concrete girder
It is equipped with multiple pre-buried dowels, pre-buried dowel the radially extending along the post tentioned prestressed concrete girder.
10. a kind of building body, which is characterized in that the building body includes multiple as claim 1-9 is described in any item
Assembling frame building structure, multiple assembling frame building structure are stacked, the two adjacent assembling frames
It is connected with each other between building structure by the hollow cylinder module.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2019106742879 | 2019-07-24 | ||
| CN201910674287 | 2019-07-24 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110528687A true CN110528687A (en) | 2019-12-03 |
Family
ID=68670754
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910931921.2A Pending CN110528687A (en) | 2019-07-24 | 2019-09-29 | A kind of assembling frame building structure and building body |
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|---|---|---|---|---|
| CN103711201A (en) * | 2013-09-13 | 2014-04-09 | 柳忠林 | Large-span prestressed concrete beam board frame structural system |
| CN206873618U (en) * | 2017-06-28 | 2018-01-12 | 常州市武进建筑设计院有限公司 | The stepped structural texture in T plate girt strip end |
| CN108661171A (en) * | 2018-07-03 | 2018-10-16 | 江苏南通二建集团有限公司 | A kind of prefabricated assembled concrete frame joint connection structure |
| CN108867855A (en) * | 2018-08-24 | 2018-11-23 | 三筑工科技有限公司 | Vertically concrete frame structure body and book moulding body are overlapped with horizontal entirety |
| CN109281436A (en) * | 2018-11-29 | 2019-01-29 | 三筑工科技有限公司 | Pretensioned prestressing laminated frame is set a roof beam in place and its construction method |
| CN210857490U (en) * | 2019-07-24 | 2020-06-26 | 三一筑工科技有限公司 | Assembled frame building structure and building main body |
-
2019
- 2019-09-29 CN CN201910931921.2A patent/CN110528687A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711201A (en) * | 2013-09-13 | 2014-04-09 | 柳忠林 | Large-span prestressed concrete beam board frame structural system |
| CN206873618U (en) * | 2017-06-28 | 2018-01-12 | 常州市武进建筑设计院有限公司 | The stepped structural texture in T plate girt strip end |
| CN108661171A (en) * | 2018-07-03 | 2018-10-16 | 江苏南通二建集团有限公司 | A kind of prefabricated assembled concrete frame joint connection structure |
| CN108867855A (en) * | 2018-08-24 | 2018-11-23 | 三筑工科技有限公司 | Vertically concrete frame structure body and book moulding body are overlapped with horizontal entirety |
| CN109281436A (en) * | 2018-11-29 | 2019-01-29 | 三筑工科技有限公司 | Pretensioned prestressing laminated frame is set a roof beam in place and its construction method |
| CN210857490U (en) * | 2019-07-24 | 2020-06-26 | 三一筑工科技有限公司 | Assembled frame building structure and building main body |
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Address after: 102200 1st floor, building 6, No.8 Beiqing Road, Huilongguan town, Changping District, Beijing Applicant after: Sany Construction Technology Co.,Ltd. Address before: 410000 Sany industrial city, Sany Road, Changsha Economic and Technological Development Zone, Hunan Province Applicant before: SANY CONSTRUCTION TECHNOLOGY Co.,Ltd. |
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| CB02 | Change of applicant information |