CN1277302A - Construction process of plant building in goal type steel frame structure - Google Patents
Construction process of plant building in goal type steel frame structure Download PDFInfo
- Publication number
- CN1277302A CN1277302A CN 99109104 CN99109104A CN1277302A CN 1277302 A CN1277302 A CN 1277302A CN 99109104 CN99109104 CN 99109104 CN 99109104 A CN99109104 A CN 99109104A CN 1277302 A CN1277302 A CN 1277302A
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- Prior art keywords
- frame structure
- portal frame
- portal
- roof panel
- construction method
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 23
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 239000010959 steel Substances 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title description 4
- 239000000463 material Substances 0.000 claims description 18
- 238000009413 insulation Methods 0.000 claims description 6
- 239000011449 brick Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 239000004411 aluminium Substances 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- 230000001680 brushing effect Effects 0.000 claims description 2
- 239000000919 ceramic Substances 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- 150000001875 compounds Chemical class 0.000 claims description 2
- 230000035515 penetration Effects 0.000 claims description 2
- 238000005034 decoration Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 6
- 210000003205 muscle Anatomy 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 208000037656 Respiratory Sounds Diseases 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009661 fatigue test Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000000979 retarding effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
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Abstract
The technological scheme of the present invention includes interval between columns less than 9m, braced frame without purlins, and building comprising portal steel frame, wall panels hung directly onto and welded to steel column of the frame, roof slabs connected to the steel beams in the frame through built-in welding parts, and corner braces with one end connected to the frame and the other end cnnected to the connecting part in roof slab and wall panel. The present invention is superior in that by means of the integrated bearing, heat maintaining, fireproof, waterproof and decorative boards of the present invention and varying decoration, the building needs no structural frame and thus not high requirement to foundation, fast and simple construction speed and low cost. the present invention is especially suitable for construction of building shorter than six storeys.
Description
The present invention relates to a kind of construction method of building, particularly a kind of construction new method of portal frame structure industrial premises.
At present, the construction method of the portal frame structure industrial premises that is adopted generally is to adopt supporting heat insulating material of profiled sheet and purlin, to form wallboard and roof panel.Its weak point is: steel using amount is big; Construction is comparatively complicated; Wind resistance is poor; Cost is higher; Secondary decoration difficulty is big, and anticorrosion requires high.
The objective of the invention is to overcome the deficiency in the background technology and a kind of construction new method of portal frame structure industrial premises is provided, it need not to use existing profiled sheet and purlin as wallboard and roof panel.
Technical scheme of the present invention is :≤9 meters of set post distances, and according to norm of construction requirement design support, it is characterized in that: purlin is not set, is formed by portal frame structure system, supporting wallboard, roof panel and angle brace; Described roof panel directly is placed on the girder steel of portal-rigid frames, and set built-in fitting and steelframe is welded to connect in its roof panel; Described wallboard is directly outer to be hung on the steel column of portal-rigid frames, and set built-in fitting and steel column is welded to connect in its wallboard; One end of described angle brace is connected by standard with portal-rigid frames, and its other end directly is fixed on the angle brace connector of roof panel and wallboard.
Wherein, described Light trabs and roof panel are the other utility model patent of the inventor, that is: number of patent application is: 99211197.8, and denomination of invention is: " a kind of light construction plate construction "; Number of patent application is: 99211198.6, and denomination of invention is: " a kind of assembled architecture plate construction "; And the patent No. is: 93208977.1, and denomination of invention is: " space network frame plate "; The patent No. is: 93246110.7, and denomination of invention is: " the special-purpose roof panel of a kind of daylighting "; The patent No. is: 94244202,4, and denomination of invention is: " space network frame plate "; The patent No. is: 95223489.0, and denomination of invention is: " lightweight large roof slab "; The patent No. is: 97231103.3, and denomination of invention is: " a kind of large-scale lightweight out-hung panel "; The patent No. is: 97231102.5, and denomination of invention is: " a kind of light cellular partition board "; The patent No. is: 98203885.2, and denomination of invention is: " a kind of lightweight prestressed large roof panel "; The patent No. is: 98203886.0, and denomination of invention is: " a kind of lightweight network frame plate ".
The main feature of this sheet material is: by the foam cement core, the cement surface layer and the stiffener cement muscle that strengthen with glass fiber net are constituted, and in be provided with and penetrate reinforced concrete muscle or anchor formula reinforced concrete muscle, reach corner reinforced concrete muscle; Because the effect of waterproof and sealing has not only been played in the setting of standardization inserting groove, but also be convenient to install; Can realize batch production production; But premium properties such as collection load-bearing, insulation, fire prevention, waterproof, heat insulation, sound insulation drawing-in wire, decoration be the whole body; All can compound multiple ornament materials outside the inside and outside top layer, as, metope can paste aluminium sheet, color steel sheet, ceramic tile, stone material or brushing building coating etc., and can copy the rough decorative pattern of stone and the brick wall pattern of nature, and can directly suppress when wallboard manufacture; Because what its sandwich layer used is the material that contains industrial refuses such as the flyash more than 30%, industrial antiquated sand, so this sheet material still is a kind of good environment-friendly and green building materials.
Described Light trabs and roof panel and portal-rigid frames also can pass through bolt connection piece, realize that rigid frame is connected with the bolt of the built-in built-in fitting of plate.
Described Light trabs can the assembled in advance door and window, penetration pipe and air chimney etc., supporting is set and connects built-in fitting in desired location.
Described portal frame structure can be H shaped steel or steel truss.
Because the good load-carrying properties of used wallboard of the present invention and roof panel, replaced the purlin effect of using profiled sheet, and pass to the rigid frame body by the interconnect function of built-in built-in fitting of sheet material and sheet material integral body, the integral rigidity of whole portal-rigid frames industrial premises building is strengthened.
The invention has the advantages that: owing to used the inventor's load-bearing, insulation, fire prevention, waterproof, decoration serial building board, the installation of matching standardization, and need not to use existing profiled sheet and purlin, steel using amount reduces; Quick for installation; Resistance to overturning is strong; Wind resistance, anti-leakage ability strengthen, and have improved anti-collision ability; But secondary is decorated and is repeatedly repaired.
Fig. 1 is a perspective view of the present invention.
Fig. 2 is a phantom of the present invention.
Below in conjunction with Figure of description and embodiment, the invention will be further described.
As shown in Figure 1 and Figure 2, technical scheme of the present invention is: be made up of portal frame structure system 1, supporting wallboard 2, roof panel 3 and angle brace 4; Described roof panel 3 directly is placed on the girder steel 5 of portal-rigid frames, and set built-in fitting and girder steel is welded to connect in its roof panel 3; Described wallboard 2 is directly outer to be hung on the steel column of portal-rigid frames, and set built-in fitting and steel column is welded to connect in its wallboard 2; One end of described angle brace 4 is connected by standard with portal-rigid frames, and its other end directly is fixed on the angle brace connector of roof panel 3 and wallboard 2.
Related sheet material among the present invention, its performance parameter is as follows:
1, the heat-insulating property of Inst. of Architectural Physics, China Architectural Science Academy's (No. the 54th, [heat] word [98]) thick such sheet material core of survey report conclusion: 126MM is equivalent to the thermal resistance of the thick brick wall of 1000MM (coefficient of thermal conductivity of brick wall is: 0.81W/MK).
2, national fixed fire extinguishing system and fire retarding component quality supervision and test center (NO.95053 number) survey report conclusion: through the fire resistance test of 120MIN, not lost integrity and thermal insulation, and unexposed surface temperature is after the 120MIN combustion test, carries on the back fiery face average temperature and is: 44.4 ℃.
3, detect conclusion through engineering structures test room of Northern Transportation University in October, 1997: by 2,000,000 fatigue tests, fatigue failure has in various degree taken place in nine solder sphere wire frame model, but nine blocks of sheet materials are not found the fatigue failure crackle.
4, national building engineering quality supervision inspection center (state builds quality inspection word ((1997) 042GJ numbers) survey report conclusion:
Tested plate is at 3.0KN/M
2Under the imposed load effect, the span centre pond degree of its sheet material is: 6.92MM (＜1/200).At 4.8KN/M
2Under the imposed load effect (service load 1.6 times), the mid-span deflection of plate is 10.28MM, and free from flaw at the bottom of this moment plate has satisfied the design service load requirement of 3.0KN/M.
Another is verified plate at 5.0KN/M
2The imposed load effect under, amount of deflection is 6.92MM (1/200) in its plate, at 8.0KN/M
2Under the imposed load effect (service load 1.6 times), the mid-span deflection of plate is 12.74MM, and free from flaw at the bottom of this moment plate has satisfied 5.0KN/M
2The requirement of design service load.
Claims (8)
1. the construction method of a portal frame structure industrial premises, set post be apart from≤9 meters, and require design to support according to norm of construction, it is characterized in that: purlin is not set, is made up of portal frame structure system, supporting wallboard, roof panel and angle brace; Described roof panel directly is placed on the girder steel of portal-rigid frames, and set built-in fitting and girder steel is welded to connect in its roof panel; Described wallboard is directly outer to be hung on the steel column of portal-rigid frames, and set built-in fitting and steel column is welded to connect in its wallboard; One end of described angle brace is connected by standard with portal-rigid frames, and its other end directly is fixed on the angle brace connector of roof panel and wallboard.
2. the construction method of portal frame structure industrial premises according to claim 1 is characterized in that described light external wall plate, inner wall panel, floor, roof panel, balcony slab are light construction sheet material.
3. the construction method of portal frame structure industrial premises according to claim 1 is characterized in that described light external wall plate, inner wall panel, floor, roof panel, balcony slab also can be assembled architecture sheet material.
4. the construction method of portal frame structure industrial premises according to claim 1 is characterized in that described Light trabs and roof panel and portal-rigid frames also can pass through bolt connection piece, realizes that rigid frame is connected with the bolt of the built-in built-in fitting of plate.
5. the construction method of portal frame structure industrial premises according to claim 1, it is characterized in that described Light trabs can the assembled in advance door and window, penetration pipe and air chimney, supporting is set and connects built-in fitting in desired location.
6. the construction method of portal frame structure industrial premises according to claim 1 is characterized in that described portal frame structure can be H shaped steel or steel truss.
7. the construction method of portal frame structure industrial premises according to claim 1 is characterized in that described sheet material can be load-bearing, heat insulation integrated sheet material.
8. the construction method of portal frame structure industrial premises according to claim 1, it is characterized in that outside the inside and outside top layer of described sheet material all can compound multiple ornament materials, as, metope can paste aluminium sheet, color steel sheet, ceramic tile, stone material or brushing building coating etc., and rough decorative pattern of the stone that can copy nature and brick wall pattern, and can when wallboard manufacture, directly suppress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99109104 CN1124395C (en) | 1999-06-14 | 1999-06-14 | Construction process of plant building in goal type steel frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99109104 CN1124395C (en) | 1999-06-14 | 1999-06-14 | Construction process of plant building in goal type steel frame structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1277302A true CN1277302A (en) | 2000-12-20 |
| CN1124395C CN1124395C (en) | 2003-10-15 |
Family
ID=5273681
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99109104 Expired - Lifetime CN1124395C (en) | 1999-06-14 | 1999-06-14 | Construction process of plant building in goal type steel frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1124395C (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103397792A (en) * | 2013-08-02 | 2013-11-20 | 常熟市沪虞港口机械有限公司 | Load-bearing machine shop |
| CN104060723A (en) * | 2014-07-09 | 2014-09-24 | 哈尔滨鸿盛房屋节能体系研发中心 | Workshop wall structure formed by combining steel frame and thermal insulation modules |
| CN104612448A (en) * | 2015-02-07 | 2015-05-13 | 辽宁福瑞达建筑科技有限公司 | Steel structure grain bin and mounting method thereof |
| CN107761956A (en) * | 2017-10-24 | 2018-03-06 | 上海欧本钢结构有限公司 | A kind of truss and shaped steel combination building system |
| CN109113387A (en) * | 2018-07-13 | 2019-01-01 | 张敏 | A kind of green ecological wisdom factory and its construction method |
| CN112324158A (en) * | 2020-11-12 | 2021-02-05 | 长安大学 | Assembling method for H-shaped steel combined special-shaped column portal rigid frame structure |
-
1999
- 1999-06-14 CN CN 99109104 patent/CN1124395C/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103397792A (en) * | 2013-08-02 | 2013-11-20 | 常熟市沪虞港口机械有限公司 | Load-bearing machine shop |
| CN104060723A (en) * | 2014-07-09 | 2014-09-24 | 哈尔滨鸿盛房屋节能体系研发中心 | Workshop wall structure formed by combining steel frame and thermal insulation modules |
| CN104612448A (en) * | 2015-02-07 | 2015-05-13 | 辽宁福瑞达建筑科技有限公司 | Steel structure grain bin and mounting method thereof |
| CN104612448B (en) * | 2015-02-07 | 2017-03-15 | 辽宁福瑞达建筑科技有限公司 | A kind of steel-structured grain depot and installation method |
| CN107761956A (en) * | 2017-10-24 | 2018-03-06 | 上海欧本钢结构有限公司 | A kind of truss and shaped steel combination building system |
| CN107761956B (en) * | 2017-10-24 | 2023-11-07 | 上海欧本钢结构有限公司 | Truss and profile steel combined building system |
| CN109113387A (en) * | 2018-07-13 | 2019-01-01 | 张敏 | A kind of green ecological wisdom factory and its construction method |
| CN112324158A (en) * | 2020-11-12 | 2021-02-05 | 长安大学 | Assembling method for H-shaped steel combined special-shaped column portal rigid frame structure |
| WO2022100175A1 (en) * | 2020-11-12 | 2022-05-19 | 长安大学 | Assembly method for h-beam combined special shaped column portal rigid frame structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1124395C (en) | 2003-10-15 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: TAIKONG PLATE INDUSTRY CO., LTD., BEIJING Free format text: FORMER OWNER: FAN ZHI Effective date: 20100716 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 102600 NO.14, DONGERTIAO, HUOSHENMIAO WEST STREET, HUANGCUN TOWN, DAXING COUNTY, BEIJING CITY TO: 100070 5/F, NORTH BUILDING, NO.1, QIAONANZHONGHE ROAD, FENGTAI DISTRICT, BEIJING CITY |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20100716 Address after: 100070 Beijing city Fengtai District bridge in No. 1 North Road, building five floor Patentee after: Beijing Taikong Panel Industry Corp. Address before: 102600, Beijing Daxing County Huang Village fire Temple West Street two, No. 14 Patentee before: Fan Zhi |
|
| CX01 | Expiry of patent term |
Granted publication date: 20031015 |
|
| CX01 | Expiry of patent term |