CN109267645A - Module-type steel structure trestle external verandahs - Google Patents
Module-type steel structure trestle external verandahs Download PDFInfo
- Publication number
- CN109267645A CN109267645A CN201811335417.8A CN201811335417A CN109267645A CN 109267645 A CN109267645 A CN 109267645A CN 201811335417 A CN201811335417 A CN 201811335417A CN 109267645 A CN109267645 A CN 109267645A
- Authority
- CN
- China
- Prior art keywords
- trestle
- module
- standard knot
- verandahs
- floor
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0046—Loggias
-
- 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
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
Abstract
Module-type steel structure trestle external verandahs, the standard knot being made of floor (2), top plate (5), steel handrail (3) and column (4), which is characterized in that have connecting hole at the both ends of standard knot, be connected between standard knot.Compared with prior art, each element factory batch machining of standard knot of the present invention, on-site assembly are not only connected between standard knot, are also connected between component.Construction land tenure has been saved, welding workload is reduced.Because external verandahs are attached on trestle side wall, load can be directly transferred to trestle bottom section steel beam, and external verandahs are not required to that support post is separately provided, and can effectively reduce dead load, save material.Entire trestle weight reduces, and a fund is also saved in terms of lifting.It is disposably lifted after external verandahs assembly is good with trestle total, has saved artificial and mechanical one-shift, accelerated the duration, eliminate high-rise working risk.Using external verandahs, advantageously reduce the injury of dust, noise to human body.
Description
Technical field
The present invention relates to a kind of outdoor corridor, especially a kind of prefabrication, the integrated outdoor corridor of assembly.It is suitable for
Industry, business etc. build outdoor corridor engineering.
Background technique
It is well known that there are indoor verandas and outdoor corridor in building corridor.Indoor verandas occupies Interior Space, therefore need to increase existing
There is indoor space structure, change architectural appearance size, increases steel quantity consumption, there are dangerous under equipment running status in internal corridor
Factor, room noise, air damage the person, have been eliminated at present.Therefore, at present outside the outdoor corridor room of building corridor
Corridor.Predominantly concrete form, bottom plate are combined using armored concrete overhanging girder construction+prefabricated board or cast-in-place concrete at present
Form does building enclosure using brick is mixed, and scene processing occupies construction site, and relevance is big between each process, uses material category
It is various, material is wasted, entire long construction period is very uneconomical.Therefore, a kind of module-type steel structure trestle external verandahs are designed,
It is the current technical issues that need to address.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of module-type steel structure trestle external verandahs.
The present invention the technical solution to solve the technical problem is that:
Module-type steel structure trestle external verandahs, the standard knot being made of floor, top plate, steel handrail and column, in standard knot
There is connecting hole at both ends, are connected between standard knot.
As a preferred solution of the present invention, there is connecting hole at the both ends on floor, are connected between floor and floor,
The upper and lower ends of column have connecting hole, there is column connecting hole on floor and top plate, and column connects with floor and top plate bolt
It connects, there is top plate connection control at the top of column, top plate is connected with column, and steel handrail is the assembly that both ends have interconnecting piece
Formula structure, steel handrail are fixed by interconnecting piece and column.
As a preferred solution of the present invention, the floor is welded into mine frame by girder and secondary beam, welds on mine frame
Junction plate.
As a preferred solution of the present invention, the girder is channel steel, and the secondary beam is and the small No.1 of girder
Channel steel, the panel are checkered steel plate, and top plate is sheet metal.
As a preferred solution of the present invention, module-type steel structure trestle external verandahs are semi-enclosed overhanging corridor,
Outer shape is trapezium structure.
As a preferred solution of the present invention, each standard knot is 3 meters long.
Compared with prior art, each element factory batch machining of standard knot of the present invention, on-site assembly, not only standard knot it
Between be connected with, be also connected between component.Construction land tenure has been saved, welding workload is reduced.Because of external verandahs
It is attached on trestle side wall, load can be directly transferred to trestle bottom section steel beam, and external verandahs are not required to that support post is separately provided, can
Dead load is effectively reduced, saves material.Entire trestle weight reduces, and a fund is also saved in terms of lifting.It walks outside
It is disposably lifted after corridor assembly is good with trestle total, has saved artificial and mechanical one-shift, accelerated the duration, eliminate eminence
Operating risk.Using external verandahs, advantageously reduce the injury of dust, noise to human body.
Detailed description of the invention
Fig. 1 is the elevation of structural schematic diagram of the invention；
Fig. 2 is expanded view of the invention；
1 is major structure of construction exterior wall in figure.
Specific embodiment
As shown, module-type steel structure trestle external verandahs, are made of floor 2, top plate 5, steel handrail 3 and column 4
Standard knot has connecting hole at the both ends of standard knot, is connected between standard knot.
There is connecting hole at the both ends on floor 2, are connected between floor 2 and floor 2, and the upper and lower ends of column 4 have connection
There is column connecting hole in hole on floor 2 and top plate 5, and column 4 is connected with floor 2 and top plate 5, at the top of column 4
There is top plate connection control, top plate 5 is connected with column 4, and steel handrail 3 is the fabricated construction that both ends have interconnecting piece, and steel is helped
Hand 3 is fixed by interconnecting piece and column 4.
The floor 2 is welded into mine frame by girder and secondary beam, welds panel on mine frame.
The girder is channel steel, and the secondary beam is the channel steel with the small No.1 of girder, and the panel is checkered steel plate,
Top plate 5 is sheet metal.
Module-type steel structure trestle external verandahs are semi-enclosed overhanging corridor, and outer shape is trapezium structure.
Each standard knot is 3 meters long.
Claims (6)
1. module-type steel structure trestle external verandahs, the standard being made of floor (2), top plate (5), steel handrail (3) and column (4)
Section, which is characterized in that have connecting hole at the both ends of standard knot, be connected between standard knot.
2. module-type steel structure trestle external verandahs according to claim 1, which is characterized in that the both ends of floor (2) have
Connecting hole is connected between floor (2) and floor (2), and the upper and lower ends of column (4) have connecting hole, in floor (2) and top
There is column connecting hole on plate (5), column (4) is connected with floor (2) and top plate (5), has top at the top of column (4)
Plate connection control, top plate (5) are connected with column (4), and steel handrail (3) is the fabricated construction that both ends have interconnecting piece, steel
Handrail (3) is fixed by interconnecting piece and column (4).
3. module-type steel structure trestle external verandahs according to claim 2, which is characterized in that the floor (2) by
Girder and secondary beam are welded into mine frame, weld panel on mine frame.
4. module-type steel structure trestle external verandahs according to claim 3, which is characterized in that the girder is slot
Steel, the secondary beam are the channel steel with the small No.1 of girder, and the panel is checkered steel plate, and top plate (5) is sheet metal.
5. module-type steel structure trestle external verandahs according to claim 1, which is characterized in that module-type steel structure trestle
External verandahs are semi-enclosed overhanging corridor, and outer shape is trapezium structure.
6. module-type steel structure trestle external verandahs according to claim 1, which is characterized in that each standard knot is 3 meters
It is long.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811335417.8A CN109267645A (en) | 2018-11-10 | 2018-11-10 | Module-type steel structure trestle external verandahs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811335417.8A CN109267645A (en) | 2018-11-10 | 2018-11-10 | Module-type steel structure trestle external verandahs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109267645A true CN109267645A (en) | 2019-01-25 |
Family
ID=65192543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811335417.8A Pending CN109267645A (en) | 2018-11-10 | 2018-11-10 | Module-type steel structure trestle external verandahs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109267645A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914453A (en) * | 2021-09-24 | 2022-01-11 | 昌达建筑科技有限公司 | Modular corridor structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102216539A (en) * | 2008-09-18 | 2011-10-12 | 伊克专利及智权控股有限公司 | Unitised building system |
| CN202176123U (en) * | 2010-09-06 | 2012-03-28 | 徐智伟 | Assembled box-type integrated house with industrial production |
| CN106193311A (en) * | 2016-08-22 | 2016-12-07 | 王 | Modular assembled building structure |
| CN207863498U (en) * | 2018-01-08 | 2018-09-14 | 中建集成房屋有限公司 | A kind of box house pin-connected panel with outside corridor case is anti-to pound canopy |
| CN209293173U (en) * | 2018-11-10 | 2019-08-23 | 中煤建筑安装工程集团有限公司 | Module-type steel structure trestle external verandahs |
| CN111894252A (en) * | 2020-09-11 | 2020-11-06 | 云南卓良模板有限公司 | Be applied to steel trestle behind dam of power station |
-
2018
- 2018-11-10 CN CN201811335417.8A patent/CN109267645A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102216539A (en) * | 2008-09-18 | 2011-10-12 | 伊克专利及智权控股有限公司 | Unitised building system |
| CN202176123U (en) * | 2010-09-06 | 2012-03-28 | 徐智伟 | Assembled box-type integrated house with industrial production |
| CN106193311A (en) * | 2016-08-22 | 2016-12-07 | 王 | Modular assembled building structure |
| CN207863498U (en) * | 2018-01-08 | 2018-09-14 | 中建集成房屋有限公司 | A kind of box house pin-connected panel with outside corridor case is anti-to pound canopy |
| CN209293173U (en) * | 2018-11-10 | 2019-08-23 | 中煤建筑安装工程集团有限公司 | Module-type steel structure trestle external verandahs |
| CN111894252A (en) * | 2020-09-11 | 2020-11-06 | 云南卓良模板有限公司 | Be applied to steel trestle behind dam of power station |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914453A (en) * | 2021-09-24 | 2022-01-11 | 昌达建筑科技有限公司 | Modular corridor structure |
| CN113914453B (en) * | 2021-09-24 | 2022-11-01 | 昌达建筑科技有限公司 | Modular corridor structure |
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| 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 | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20190718 Address after: 056002 Hebei Province, Handan city Congtai Congtai Road No. 56 Applicant after: China Coal Building & Installation Engineering Group Co., Ltd. Address before: 056002 International Trade Center A1702, No. 208 Renmin Road, Congtai District, Handan City, Hebei Province Applicant before: Li Guoxin |
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| TA01 | Transfer of patent application right |