CN110485553A - A kind of assembled architecture and its assembly method on prefabricated assembled basis - Google Patents
A kind of assembled architecture and its assembly method on prefabricated assembled basis Download PDFInfo
- Publication number
- CN110485553A CN110485553A CN201910675574.1A CN201910675574A CN110485553A CN 110485553 A CN110485553 A CN 110485553A CN 201910675574 A CN201910675574 A CN 201910675574A CN 110485553 A CN110485553 A CN 110485553A
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- column
- assembled
- foundation
- bearing pillar
- 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
- 238000000034 method Methods 0.000 title claims abstract description 16
- 238000010276 construction Methods 0.000 claims abstract description 26
- 238000009434 installation Methods 0.000 claims description 13
- 239000000725 suspension Substances 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 claims description 11
- 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 claims description 9
- 230000008569 process Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 239000011083 cement mortar Substances 0.000 description 3
- 230000010412 perfusion Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- 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
Abstract
The invention proposes a kind of assembled architectures on prefabricated assembled basis, are composed of the assembly construction of prefabricated isolated footing column, prefabricated foundation attachment beam, Sandwich wall body plate, structure load-bearing pillar, grid beam and chip roofing board；The present invention using foundation precast elements, transport the fabricated construction method of construction site to again, it is easy to process, construction is convenient, construction rationally, safety and stability.
Description
Technical field
The present invention relates to a kind of assembled architecture, the especially a kind of assembled architecture and its dress on prefabricated assembled basis
Method of completing the square.
Background technique
Building industrialization is the inevitable direction of Building Trade in China sustainable development, is to raise labour productivity, improve engineering
Quality and technological progress, the important channel for realizing construction industry transition and upgrade.Implementing building industrialization building technology can be greatly decreased
Recruitment shortens the construction period, improves worker's operating condition, reduces labor intensity, meets " four sections, one environmental protection " and requires, is China's building
Enterprise, building trade Transformation Development only way, flourish at home.
Currently, the connection between the floor and reinforced column or shear wall of conventional assembled architecture is using perfusion
The method of concrete or cement mortar, shunk since the concrete or cement mortar of rear perfusion generate in condensation hardening process,
Or self weight reasons, the concrete being perfused after making or the cement mortar such as sink contacts not close with the bottom surface of upper component, leads to structure
Bonding strength between part is poor, the final structural stability for influencing building entirety.
Summary of the invention
The present invention is in view of the above-mentioned problems, to propose the assembled architecture on the prefabricated assembled basis of one kind and its assembly
Method.
Specific technical solution is as follows:
A kind of assembled architecture on prefabricated assembled basis, by prefabricated isolated footing column, prefabricated foundation attachment beam, sandwich
Ash wall body plate, structure load-bearing pillar, grid beam and the assembly construction of chip roofing board are composed.
Further, prefabricated isolated footing column includes foundation columns pedestal and foundation columns, and foundation columns pedestal and foundation columns are by mixing
Solidifying soil is integrally formed to be poured, and the length and width of foundation columns end face is respectively smaller than the length and width of basic column bottom；
It is vertical and what is be parallel to each other is equipped with multiple reinforcing bars, the top across foundation columns that reinforcing bar upwardly extends in foundation columns
Form out muscle；
The outer diameter of muscle and distribution mode are adapted with the second footing hole of structure load-bearing pillar out.
Further, the vertical open card slot of setting, shape, the size of card slot are distinguished on four outer walls of foundation columns
It is adapted with the tenon that falls at the both ends that prefabricated foundation attachment beam is arranged in, tenon is pluggable is fixed in card slot.
Further, prefabricated foundation attachment beam whole pours prefabricated form by bar shaped reinforcing bar and Combined concrete construction.
Further, the upper horizontal plane of prefabricated foundation attachment beam is fixed with the first guiding grafting item, and the four of Sandwich wall body plate
A side wall is respectively equipped with inner groovy, pluggable fixation between grafting item and inner groovy.
Further, the assembly method of above-mentioned assembled architecture are as follows:
1) after basic pit foundation excavates compacting in place, prefabricated isolated footing column is just put, then be caught in prefabricated foundation attachment beam, it will
Basis connection is integral；
2) the square mounting structure load-bearing pillar on prefabricated isolated footing column；
3) Sandwich wall body plate is inserted between structure load-bearing pillar, the inner groovy of Sandwich wall body plate bottom is fixed on prefabricated base
On the first guiding grafting item on plinth attachment beam, the inner groovy of Sandwich wall body plate two sides is led with the second of structure load-bearing pillar surrounding
Cooperate to grafting item；
4) at the top of the structure load-bearing pillar between the grid beam of steel construction is installed, and cover installation sheet in the grid beam of steel construction
Formula roofing board.
As a further refinement of the present invention, assembled architecture further includes positioning guide column and precast beam one floor
Plate.
Further, positioning guide column includes flange suspension column, vertical at the center of flange suspension column to be equipped with square tube column, steel
It is received in the head of square tube column, flange suspension column is equipped with the muscle compatible first footing hole out with prefabricated isolated footing column.
Further, the outer cross section size of the square tube column of positioning guide column and it is arranged in the four of precast beam one floor plates
The inner section size for patching casing at angle is adapted, and be set in inserted joint casing can on square tube column.
Further, structure load-bearing pillar is pluggable is fixed on square tube column.
Based on above-mentioned improvement, the assembly method of assembled architecture are as follows:
1) after basic pit foundation excavates compacting in place, prefabricated isolated footing column is just put, then be caught in prefabricated foundation attachment beam, it will
Basis connection is integral；
2) side's installation positioning guide column on prefabricated isolated footing column, hoisting prefabricated beam slab one floor plates make precast beam
The casing that patches of plate one floor plates quadrangle passes through the square tube column of positioning guide column, and is pressed on the flange suspension column of positioning guide column；
3) hoisting structure load-bearing pillar again makes the bottom of structure load-bearing pillar pass through square tube column, is pressed on precast beam one building
Patching for laminate quadrangle is put on；
4) Sandwich wall body plate is inserted between structure load-bearing pillar, the inner groovy on Sandwich wall body plate and precast beam one
Second guiding slot cooperation of the third guiding grafting item in floor plates and structure load-bearing pillar surrounding；At the top of structure load-bearing pillar
Between install steel construction grid beam system, and on it covering installation chip roofing board.
The invention has the benefit that
1) the fabricated construction method that the present invention uses foundation precast elements, transports construction site to again, easy to process,
Constructing, convenient, construction is reasonable, safety and stability.
2) assembled architecture overall stability of the invention is good, improves security performance and assembly efficiency.
Detailed description of the invention
Fig. 1 is the structure chart of the embodiment of the present invention one；
Fig. 2 is the structure chart of the prefabricated isolated footing column of the embodiment of the present invention one；
Fig. 3 is the structure chart of the prefabricated foundation attachment beam of the embodiment of the present invention one；
Fig. 4 is the structure chart of the embodiment of the present invention two；
Fig. 5 is the structure chart of the positioning guide column of the embodiment of the present invention two；
Fig. 6 is the installation diagram (1) of the embodiment of the present invention two；
Fig. 7 is the installation diagram (2) of the embodiment of the present invention two；
Fig. 8 is the installation diagram (3) of the embodiment of the present invention two；
Fig. 9 is the installation diagram (4) of the embodiment of the present invention two；
Figure 10 is part A enlarged drawing in Fig. 7.
Appended drawing reference:
Prefabricated isolated footing column 1, prefabricated foundation attachment beam 2, positioning guide column 3, precast beam one floor plates 4, sandwich wall
Body plate 5, structure load-bearing pillar 6, grid beam 7, chip roofing board 8；Foundation columns pedestal 101, foundation columns 102, reinforcing bar 103, open card
Slot 104；Tenon 201, first is oriented to grafting item 202；
Flange suspension column 301, square tube column 302, the first footing hole 303, square tube column head 304；Patch casing 401, third
It is oriented to grafting item 402；
Inner groovy 501；
Second guiding grafting item 601.
Specific embodiment
Clear to be more clear technical solution of the present invention, the present invention is described further with reference to the accompanying drawing,
The technical characteristic of any pair of technical solution of the present invention carries out the scheme that equivalencing is obtained with conventional reasoning and each falls within guarantor of the present invention
Protect range.
Embodiment one
A kind of assembled architecture on prefabricated assembled basis as shown in the figure, is connected by prefabricated isolated footing column 1, prefabricated foundation
Beam 2, Sandwich wall body plate 5, structure load-bearing pillar 6, grid beam 7 and the assembly construction of chip roofing board 8 is connect to be composed.
Further, prefabricated isolated footing column includes foundation columns pedestal 101 and foundation columns 102, foundation columns pedestal and basis
Column is poured by concrete is integrally formed, and the length and width of foundation columns end face is respectively smaller than the length of basic column bottom
And width；
It is vertical and what is be parallel to each other is equipped with multiple reinforcing bars 103, the top across foundation columns that reinforcing bar upwardly extends in foundation columns
Portion forms out muscle；
The outer diameter of muscle and distribution mode are adapted with the second footing hole of structure load-bearing pillar out.
Further, the vertical open card slot 104 of setting is distinguished on four outer walls of foundation columns, open card slot
Shape, size are adapted with the tenon 201 that falls at the both ends that prefabricated foundation attachment beam is arranged in, and tenon is pluggable is fixed on out
It puts in formula card slot.
Further, prefabricated foundation attachment beam whole pours prefabricated form by bar shaped reinforcing bar and Combined concrete construction.
Further, the upper horizontal plane of prefabricated foundation attachment beam is fixed with the first guiding grafting item 202, Sandwich wall body plate
Four side walls respectively with inner groovy 501, pluggable fixation between grafting item and inner groovy.
The assembly method of the assembled architecture of the present embodiment are as follows:
1) after basic pit foundation excavates compacting in place, prefabricated isolated footing column is just put, then be caught in prefabricated foundation attachment beam, it will
Basis connection is integral；
2) the square mounting structure load-bearing pillar on prefabricated isolated footing column；
3) Sandwich wall body plate is inserted between structure load-bearing pillar, the inner groovy of Sandwich wall body plate bottom is fixed on prefabricated base
On the first guiding grafting item on plinth attachment beam, the inner groovy of Sandwich wall body plate two sides is led with the second of structure load-bearing pillar surrounding
Cooperate to grafting item 601；
4) at the top of the structure load-bearing pillar between the grid beam of steel construction is installed, and cover installation sheet in the grid beam of steel construction
Formula roofing board.
Embodiment two
A kind of assembled architecture on prefabricated assembled basis as shown in the figure, is connected by prefabricated isolated footing column 1, prefabricated foundation
Connect beam 2, positioning guide column 3, precast beam one floor plates 4, Sandwich wall body plate 5, structure load-bearing pillar 6, grid beam 7 and chip roof
The assembly construction of plate 8 is composed.
Further, prefabricated isolated footing column includes foundation columns pedestal 101 and foundation columns 102, foundation columns pedestal and basis
Column is poured by concrete is integrally formed, and the length and width of foundation columns end face is respectively smaller than the length of basic column bottom
And width；
It is vertical and what is be parallel to each other is equipped with multiple reinforcing bars 103, the top across foundation columns that reinforcing bar upwardly extends in foundation columns
Portion forms out muscle；
The second footing hole in the first footing hole or structure load-bearing pillar of the outer diameter of muscle and distribution mode and positioning guide column out
It is adapted.
Further, the vertical open card slot 104 of setting is distinguished on four outer walls of foundation columns, open card slot
Shape, size are adapted with the tenon 201 that falls at the both ends that prefabricated foundation attachment beam is arranged in, and tenon is pluggable is fixed on out
It puts in formula card slot.
Further, prefabricated foundation attachment beam whole pours prefabricated form by bar shaped reinforcing bar and Combined concrete construction.
Further, positioning guide column includes flange suspension column 301, vertical at the center of flange suspension column to be equipped with square tube column
302, the head 304 of steel square tube column is interior to receive, and flange suspension column is equipped with the muscle compatible first out with prefabricated isolated footing column
Footing hole 303.
Further, the outer cross section size of the square tube column of positioning guide column and it is arranged in the four of precast beam one floor plates
The inner section size for patching casing 401 at angle is adapted, and be set in inserted joint casing can on square tube column.
Further, structure load-bearing pillar is pluggable is fixed on square tube column.
The assembly method of the assembled architecture of the present embodiment are as follows:
1) after basic pit foundation excavates compacting in place, prefabricated isolated footing column is just put, then be caught in prefabricated foundation attachment beam, it will
Basis connection is integral；
2) side's installation positioning guide column on prefabricated isolated footing column, hoisting prefabricated beam slab one floor plates make precast beam
The casing that patches of plate one floor plates quadrangle passes through the square tube column of positioning guide column, and is pressed on the flange suspension column of positioning guide column；
3) hoisting structure load-bearing pillar again makes the bottom of structure load-bearing pillar pass through square tube column, is pressed on precast beam one building
Patching for laminate quadrangle is put on；
4) Sandwich wall body plate is inserted between structure load-bearing pillar, the inner groovy on Sandwich wall body plate and precast beam one
Second guiding slot cooperation of the third guiding grafting item 402 in floor plates and structure load-bearing pillar surrounding；In structure load-bearing capital
Steel construction grid beam system is installed, and the chip roofing board of covering installation on it between portion.
The foregoing is only a preferred embodiment of the present invention, but protection scope of the present invention be not limited to
This, anyone skilled in the art in the technical scope disclosed by the present invention, the variation that can readily occur in or replaces
It changes, should be covered by the scope of protection of the present invention.
Claims (10)
1. a kind of assembled architecture on prefabricated assembled basis, it is characterized in that, assembled architecture is by prefabricated isolated footing column, prefabricated
Basic attachment beam, Sandwich wall body plate, structure load-bearing pillar, grid beam and the assembly construction of chip roofing board are composed.
2. a kind of assembled architecture on prefabricated assembled basis as described in claim 1, it is characterized in that, prefabricated isolated footing column
Including foundation columns pedestal and foundation columns, foundation columns pedestal and foundation columns are poured by concrete is integrally formed, basic styletable
The length and width in face is respectively smaller than the length and width of basic column bottom；
Vertical and what is be parallel to each other is equipped with multiple reinforcing bars in foundation columns, the top across foundation columns that reinforcing bar upwardly extends is formed out
Muscle；
The outer diameter of muscle and distribution mode are adapted with the second footing hole of structure load-bearing pillar out.
3. a kind of assembled architecture on prefabricated assembled basis as claimed in claim 2, it is characterized in that, four of foundation columns are outer
Distinguish the vertical open card slot of setting on wall, the shape of card slot, size are fallen with both ends that prefabricated foundation attachment beam is arranged in
Tenon is adapted, and tenon is pluggable is fixed in card slot.
4. a kind of assembled architecture on prefabricated assembled basis as claimed in claim 3, it is characterized in that, prefabricated foundation attachment beam
Upper horizontal plane be fixed with the first guiding grafting item, four side walls of Sandwich wall body plate are respectively equipped with inner groovy, grafting item with it is interior
Pluggable fixation between groove.
5. the assembly method of assembled architecture as claimed in claim 4 is assembled, it is characterized in that, steps are as follows:
1) after basic pit foundation excavates compacting in place, prefabricated isolated footing column is just put, then be caught in prefabricated foundation attachment beam, even by basis
It is connected into entirety；
2) the square mounting structure load-bearing pillar on prefabricated isolated footing column；
3) Sandwich wall body plate is inserted between structure load-bearing pillar, the inner groovy of Sandwich wall body plate bottom is fixed on prefabricated foundation connection
On the first guiding grafting item on beam, the inner groovy of Sandwich wall body plate two sides and the second guiding grafting item of structure load-bearing pillar surrounding
Cooperation；
4) at the top of the structure load-bearing pillar between the grid beam of steel construction, and the covering installation chip roof in the grid beam of steel construction are installed
Plate.
6. a kind of assembled architecture on prefabricated assembled basis as claimed in claim 3, it is characterized in that, assembled architecture also wraps
Include positioning guide column and precast beam one floor plates.
7. a kind of assembled architecture on prefabricated assembled basis as claimed in claim 6, it is characterized in that, positioning guide column includes method
Blue suspension column, it is vertical at the center of flange suspension column to be equipped with square tube column, received in the head of steel square tube column, flange suspension column equipped with
Prefabricated isolated footing column goes out muscle compatible first footing hole.
8. a kind of assembled architecture on prefabricated assembled basis as claimed in claim 7, it is characterized in that, the square tube of positioning guide column
The outer cross section size of column is adapted with the inner section size for patching casing for the quadrangle that precast beam one floor plates are arranged in, and is made
Inserted joint casing can be set on square tube column.
9. a kind of assembled architecture on prefabricated assembled basis as claimed in claim 8, it is characterized in that, structure load-bearing pillar can be inserted
It connects and is fixed on square tube column.
10. the assembly method of assembled architecture as claimed in claim 8 is assembled, it is characterized in that, steps are as follows:
1) after basic pit foundation excavates compacting in place, prefabricated isolated footing column is just put, then be caught in prefabricated foundation attachment beam, even by basis
It is connected into entirety；
2) side's installation positioning guide column on prefabricated isolated footing column, hoisting prefabricated beam slab one floor plates make precast beam one
The casing that patches of body floor plates quadrangle passes through the square tube column of positioning guide column, and is pressed on the flange suspension column of positioning guide column；
3) hoisting structure load-bearing pillar again makes the bottom of structure load-bearing pillar pass through square tube column, is pressed on precast beam one floor plates
Patching for quadrangle is put on；
4) Sandwich wall body plate is inserted between structure load-bearing pillar, the inner groovy on Sandwich wall body plate and precast beam one floor plates
On third guiding grafting item and structure load-bearing pillar surrounding second guiding slot cooperation；It is installed between at the top of the structure load-bearing pillar
Steel construction grid beam system, and the chip roofing board of covering installation on it.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910675574.1A CN110485553A (en) | 2019-09-06 | 2019-09-06 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910675574.1A CN110485553A (en) | 2019-09-06 | 2019-09-06 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110485553A true CN110485553A (en) | 2019-11-22 |
Family
ID=68548229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910675574.1A Pending CN110485553A (en) | 2019-09-06 | 2019-09-06 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110485553A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576930A (en) * | 2020-04-29 | 2020-08-25 | 雷鹏 | Explosion-proof analysis cabin framework and installation method |
| CN111734037A (en) * | 2020-06-10 | 2020-10-02 | 谢寿意 | Green energy-conserving assembly type structure |
| CN112012345A (en) * | 2020-07-27 | 2020-12-01 | 广东锦恒建筑有限公司 | Prefabricated building and construction method thereof |
| CN112144921A (en) * | 2020-09-09 | 2020-12-29 | 湖南汇渠建筑科技有限公司 | Prefabricated assembly type building |
| CN112343072A (en) * | 2020-10-28 | 2021-02-09 | 武汉品珈网络科技有限公司 | Building, foundation structure of building and construction method thereof |
| CN112482844A (en) * | 2020-12-21 | 2021-03-12 | 五河县俊宝钢结构有限公司 | Workshop steel construction takes precautions against earthquakes |
| CN113338451A (en) * | 2021-06-28 | 2021-09-03 | 昆明理工大学 | Assembly type structure adaptive to deformed steel pipe column and construction method thereof |
| CN113404159A (en) * | 2021-07-02 | 2021-09-17 | 深圳雅鑫建筑钢结构工程有限公司 | Prefabricated building with prefabricated foundation and assembling method thereof |
| CN114658141A (en) * | 2022-03-28 | 2022-06-24 | 北京工业大学 | Connecting structure and method for T-shaped constructional column and independent foundation of assembled composite wallboard |
| CN114753525A (en) * | 2022-03-28 | 2022-07-15 | 北京工业大学 | Assembly type composite wall board L-shaped constructional column and independent foundation connecting structure and assembly type composite wall construction method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862900A (en) * | 2016-05-25 | 2016-08-17 | 山东大学 | Assembled type garage structure system based on precast piles and method |
| CN206070835U (en) * | 2016-08-30 | 2017-04-05 | 谢志强 | A kind of assembled architecture bottom composite floor |
| CN106703191A (en) * | 2017-01-17 | 2017-05-24 | 北京工业大学 | Modular assembly type steel structure housing system |
| CN207829150U (en) * | 2018-02-01 | 2018-09-07 | 常州工程职业技术学院 | A kind of sliding installation system of fabricated construction |
| CN108951869A (en) * | 2018-07-26 | 2018-12-07 | 陕西建筑产业投资集团有限公司 | A kind of full assembly concrete shear wall structure system of low layer |
| CN208502433U (en) * | 2018-06-09 | 2019-02-15 | 汝州市东江建筑工业科技有限公司 | A kind of prefabricated assembled Assembled surrounding wall with vertical curtain wall penel component |
| CN109610631A (en) * | 2018-12-20 | 2019-04-12 | 天津市万尔特钢结构有限公司 | A kind of assembled architecture |
| CN210917711U (en) * | 2019-09-06 | 2020-07-03 | 泰州市保力装配式住宅工业有限公司 | Prefabricated assembly type foundation's assembled building |
-
2019
- 2019-09-06 CN CN201910675574.1A patent/CN110485553A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105862900A (en) * | 2016-05-25 | 2016-08-17 | 山东大学 | Assembled type garage structure system based on precast piles and method |
| CN206070835U (en) * | 2016-08-30 | 2017-04-05 | 谢志强 | A kind of assembled architecture bottom composite floor |
| CN106703191A (en) * | 2017-01-17 | 2017-05-24 | 北京工业大学 | Modular assembly type steel structure housing system |
| CN207829150U (en) * | 2018-02-01 | 2018-09-07 | 常州工程职业技术学院 | A kind of sliding installation system of fabricated construction |
| CN208502433U (en) * | 2018-06-09 | 2019-02-15 | 汝州市东江建筑工业科技有限公司 | A kind of prefabricated assembled Assembled surrounding wall with vertical curtain wall penel component |
| CN108951869A (en) * | 2018-07-26 | 2018-12-07 | 陕西建筑产业投资集团有限公司 | A kind of full assembly concrete shear wall structure system of low layer |
| CN109610631A (en) * | 2018-12-20 | 2019-04-12 | 天津市万尔特钢结构有限公司 | A kind of assembled architecture |
| CN210917711U (en) * | 2019-09-06 | 2020-07-03 | 泰州市保力装配式住宅工业有限公司 | Prefabricated assembly type foundation's assembled building |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576930A (en) * | 2020-04-29 | 2020-08-25 | 雷鹏 | Explosion-proof analysis cabin framework and installation method |
| CN111734037A (en) * | 2020-06-10 | 2020-10-02 | 谢寿意 | Green energy-conserving assembly type structure |
| CN112012345B (en) * | 2020-07-27 | 2021-10-01 | 广东锦恒建筑有限公司 | Prefabricated building and construction method thereof |
| CN112012345A (en) * | 2020-07-27 | 2020-12-01 | 广东锦恒建筑有限公司 | Prefabricated building and construction method thereof |
| CN112144921A (en) * | 2020-09-09 | 2020-12-29 | 湖南汇渠建筑科技有限公司 | Prefabricated assembly type building |
| CN112343072A (en) * | 2020-10-28 | 2021-02-09 | 武汉品珈网络科技有限公司 | Building, foundation structure of building and construction method thereof |
| CN112482844A (en) * | 2020-12-21 | 2021-03-12 | 五河县俊宝钢结构有限公司 | Workshop steel construction takes precautions against earthquakes |
| CN113338451A (en) * | 2021-06-28 | 2021-09-03 | 昆明理工大学 | Assembly type structure adaptive to deformed steel pipe column and construction method thereof |
| CN113404159A (en) * | 2021-07-02 | 2021-09-17 | 深圳雅鑫建筑钢结构工程有限公司 | Prefabricated building with prefabricated foundation and assembling method thereof |
| CN114658141A (en) * | 2022-03-28 | 2022-06-24 | 北京工业大学 | Connecting structure and method for T-shaped constructional column and independent foundation of assembled composite wallboard |
| CN114753525A (en) * | 2022-03-28 | 2022-07-15 | 北京工业大学 | Assembly type composite wall board L-shaped constructional column and independent foundation connecting structure and assembly type composite wall construction method |
| CN114658141B (en) * | 2022-03-28 | 2023-12-29 | 北京工业大学 | T-shaped constructional column and independent foundation connection structure of assembled composite wallboard and manufacturing method |
| CN114753525B (en) * | 2022-03-28 | 2023-12-29 | 北京工业大学 | Connecting structure of L-shaped constructional column and independent foundation of assembled composite wallboard and construction method of assembled composite wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110485553A (en) | A kind of assembled architecture and its assembly method on prefabricated assembled basis | |
| CN113202219B (en) | Fully prefabricated assembled steel-concrete composite floor system and design calculation method | |
| CN108385904B (en) | Roofing parapet wall and construction method thereof | |
| CN113026993B (en) | Assembly type combined connecting beam window opening component, structure and manufacturing and construction method | |
| CN105821962A (en) | Assembled integrated connection structure for prefabricated prestressed reinforced concrete beam and frame columns | |
| CN211421637U (en) | Connecting structure of prefabricated gutter | |
| CN207647033U (en) | A kind of precast reinforced basket structure | |
| CN209585390U (en) | A kind of precast combined cavity building roof | |
| CN210500740U (en) | Prefabricated formwork-supporting-free U-shaped ring beam formwork shell | |
| CN210597875U (en) | Cross beam | |
| CN107762071B (en) | Prefabricated reinforcement cage structure, pouring structure body and structure body construction method | |
| CN210288825U (en) | Assembled and cast-in-situ combined beam plate structure | |
| CN208309947U (en) | A kind of hollow floor | |
| CN105926820A (en) | Construction method for prefabricated beam steel bearing plate resistance net piece combination floor | |
| CN110306698A (en) | A kind of preparation process of green energy conservation precast concrete exterior wall | |
| CN219887148U (en) | Assembled reinforced concrete column and connection node with roof beam | |
| CN216740678U (en) | Ready-package built-up connection shear wall mould | |
| CN217580611U (en) | Transverse seam-drawing mounting structure of wall column and beam | |
| CN211341367U (en) | Assembly type structure inclined roof panel structure | |
| CN215670408U (en) | Node connection structure of rib-outlet composite floor slab and cast-in-situ beam | |
| CN215802261U (en) | Structural steel concrete column and steel beam connection node area structure | |
| CN216360839U (en) | Double-deck heat preservation prefabricated wallboard | |
| CN213296879U (en) | Take T shaped steel spare to connect prefabricated plate partial outsourcing honeycomb steel composite beam | |
| CN210798063U (en) | Prefabricated main beam for cross beam | |
| CN220014251U (en) | Slope roof steel cornices |
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 |