CN111219080A - Construction method for improving anti-leakage performance of maintenance structure of steel structure factory building - Google Patents
Construction method for improving anti-leakage performance of maintenance structure of steel structure factory building Download PDFInfo
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- CN111219080A CN111219080A CN202010027061.2A CN202010027061A CN111219080A CN 111219080 A CN111219080 A CN 111219080A CN 202010027061 A CN202010027061 A CN 202010027061A CN 111219080 A CN111219080 A CN 111219080A
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- Prior art keywords
- roof
- columns
- panels
- roof panels
- hollow
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000012423 maintenance Methods 0.000 title claims abstract description 14
- 239000011178 precast concrete Substances 0.000 claims abstract description 13
- 239000013464 silicone adhesive Substances 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 6
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000000741 silica gel Substances 0.000 claims description 3
- 229910002027 silica gel Inorganic materials 0.000 claims description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 7
- 230000000694 effects Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008531 maintenance mechanism Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/064—Gutters
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Building Environments (AREA)
Abstract
The invention provides a construction method for improving the anti-leakage performance of a maintenance structure of a steel structure factory building, which comprises the following steps of (1) laying a rectangular precast concrete foundation, vertically fixing the bottom ends of a plurality of main steel frame columns on two long side surfaces of the precast concrete foundation, and vertically fixing the bottom ends of a plurality of windproof columns on two short side surfaces of the precast concrete foundation, (2) connecting a plurality of horizontal purlins between the adjacent main steel frame columns and between the windproof columns at equal intervals, and (3) connecting construction steel columns at the top ends of the main steel frame columns and the windproof columns, wherein a plurality of horizontal steel frame beams are connected between the adjacent construction steel columns at equal intervals, and each two construction steel columns are fixedly connected and intersected at a ridge and form an included angle α of 30-150 degrees.
Description
Technical Field
The invention belongs to the field of building construction, and particularly relates to a construction method for improving the anti-leakage performance of a maintenance structure of a steel structure factory building.
Background
With the progress of the construction engineering technology, light steel factory buildings are continuously developed in China. The current steel structure factory building maintenance mechanism does not have the drainage design, and the roof is sealed effectually not good, causes the antiseep performance not good, and the construction is middle and later stage maintenance is many.
Disclosure of Invention
The invention aims to provide a construction method for improving the anti-leakage performance of a maintenance structure of a steel structure factory building, so as to solve the problems in the background technology.
The construction method comprises the following steps of (1) laying a rectangular precast concrete foundation, vertically fixing the bottom ends of a plurality of main steel frame columns on two long side surfaces of the precast concrete foundation, vertically fixing the bottom ends of a plurality of windproof columns on two short side surfaces of the precast concrete foundation, (2) connecting a plurality of horizontal purlins between adjacent main steel frame columns and between the windproof columns at equal intervals up and down, (3) connecting structural steel columns between the main steel frame columns and the top ends of the windproof columns, wherein a plurality of horizontal steel frame beams are connected between the adjacent structural steel columns at equal intervals, every two structural steel columns are fixedly connected and intersected at a ridge and form an included angle of α -150 degrees, a wall panel is installed between the main steel frame columns and the windproof columns, the wall panel is fixed on the main steel frame columns and the windproof columns through a wall panel structure nail, is arranged at the bottom ends of the wall panels at two long side surfaces of the precast concrete foundation and is provided with a ridge groove, the ridge groove is arranged at an inclined angle of 15-30 degrees, a roof cover plate is arranged at an inclined angle of 15-30 degrees, the roof cover plate is connected with a hollow roof plate through a hollow nail, the roof plate is arranged at the top end of the roof plate, the roof plate is arranged at an inclined angle of the roof cover plate, the roof plate is connected with the roof structure, the roof plate is arranged at the roof plate, the roof plate is arranged at the roof plate, the roof plate is arranged at the roof plate, the roof plate.
Furthermore, the left side end and the right side end of the roof surface are provided with roof guide grooves parallel to the ridge, and the roof guide grooves are fixedly connected with the end parts of the hollow roof boards through stitching nails or pulling rivets; a guide hole is formed in one end of the roof guide groove and connected with a guide pipe, and the guide pipe vertically extends downwards into the edge covering groove.
Furthermore, the hollow roof panels on the front side and the rear side of the roof are connected with baffle plates through structural nails, and the joints of the hollow roof panels and the baffle plates are sealed by silicone adhesive.
Furthermore, the upper end parts of the hollow roof panels at the left side and the right side of the roof are connected with a drainage plate inclining downwards through structural nails, and the joints of the hollow roof panels and the drainage plate are sealed by silicone adhesive.
Furthermore, the top of the structure nail, the suturing nail or the blind rivet is provided with a metal plug, and the periphery of the outer side of the metal plug is sealed by silica gel.
The roof drainage structure comprises a roof surface, a hollow roof plate, a roof surface, a roof diversion groove, a diversion hole, a diversion pipe, a diversion pointed cone, a horizontal plane included angle β of 45-60 degrees, hollow roof plates on two sides, a connecting plate, a silicone adhesive, a hollow roof plate and a hollow roof plate, wherein the roof diversion groove is parallel to a roof ridge, the diversion hole is formed in one end of the roof diversion groove, the diversion hole is connected with the diversion pipe, the diversion pipe vertically extends downwards into the edge covering groove, drainage in rainy seasons is facilitated, the bottom end of the roof cover plate is embedded in the hollow roof plate and is fixed by a structural nail, the intersection of the roof cover plate and the hollow roof plate is sealed by the silicone adhesive, the hollow roof plate on two sides is sleeved in the roof cover plate, the hollow roof plate is upwards connected with the connecting plate by the structural nail, rainwater enters the hollow roof plate, the hollow roof plate is upwards connected with the connecting plate by the structural nail, and once the intersection of the roof cover plate and the hollow roof plate is sealed by the silicone adhesive, the hollow roof plate cannot upwards flow into the hollow roof diversion groove, the hollow roof plate, and the double protection effect is obvious.
The steel structure factory building maintenance structure has the advantages of excellent drainage design, good roof sealing effect, obvious anti-seepage effect, less maintenance in the middle and later period of construction, improvement on construction efficiency, construction cost saving and good economic benefit.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a left side view of the main steel frame column and the wind-resistant column of the present invention;
FIG. 3 is a top plan view of the roof of the present invention;
FIG. 4 is a schematic structural view of the present invention (without baffles);
reference numerals: 1. the prefabricated concrete roof comprises a prefabricated concrete foundation, 2 parts of main steel frame columns, 3 parts of wind-proof columns, 4 parts of purlins, 5 parts of structural steel columns, 6 parts of steel frame beams, 7 parts of wall panels, 8 parts of edge covering grooves, 9 parts of water leakage holes, 10 parts of hollow roof panels, 11 parts of connecting plates, 12 parts of ridge cover plates, 13 parts of flow guide pointed cones, 14 parts of roof flow guide grooves, 15 parts of flow guide holes, 16 parts of flow guide pipes, 17 parts of baffle plates and 18 parts of flow guide plates.
Detailed Description
Embodiment 1 referring to the accompanying drawings 1-4, the construction method for improving the anti-leakage performance of the maintenance structure of the steel structure factory building comprises the following steps of (1) paving a rectangular precast concrete foundation 1, vertically fixing the bottom ends of a plurality of main steel frame columns 2 on two long side surfaces of the precast concrete foundation 1, vertically fixing the bottom ends of a plurality of wind-proof columns 3 on two short side surfaces of the precast concrete foundation 1, (2) connecting a plurality of horizontal purlins 4 at equal intervals from top to bottom between the adjacent main steel frame columns 2 and the wind-proof columns 3, (3) connecting structural steel columns 5 at the top ends of the main steel frame columns 2 and the wind-proof columns 3, wherein a plurality of horizontal steel frame beams 6 are connected at equal intervals between the adjacent structural steel columns 5, every two structural steel columns 5 are fixedly connected and intersected at the ridge, the included angle is α degrees to 30-150 degrees, a (4) installing a wall panel 7 between the main steel frame columns 2 and the wind-proof columns 3, the wall panel 7 is fixed on the main steel frame columns 2 and the wind-proof columns 3 through wall panel structure nails and is fixed at the ridge, the top ends of the roof slab is connected with a roof slab through a guide screw 10 degrees, the top end of a roof slab 7 is arranged at an angle of a roof slab 10 degrees, the roof slab 7 is arranged at the top end of a roof slab, the roof slab 7, the roof slab 7 is connected with a roof slab through a roof slab, the roof slab 7, the roof slab 7 is arranged at the roof slab, the roof slab is connected with the roof slab, the roof slab is connected with the roof slab, the roof slab.
Further, the left side end and the right side end of the roof surface are provided with roof flow guide grooves 14 parallel to the ridge, and the roof flow guide grooves 14 are fixedly connected with the end parts of the hollow roof panels 10 through stitching nails or pulling rivets; a flow guide hole 15 is arranged in one end of the roof flow guide groove 14, the flow guide hole 15 is connected with a flow guide pipe 16, and the flow guide pipe 16 vertically extends downwards to the edge covering groove 8.
Further, the lower end faces of the hollow roof panels 10 on the front side and the rear side of the roof are connected with baffle plates 17 through structural nails, and joints of the hollow roof panels 10 and the baffle plates 17 are sealed by silicone adhesive.
Furthermore, the upper end parts of the hollow roof panels 10 at the left side and the right side of the roof are connected with drainage plates 18 inclining downwards through structural nails, and the joints of the hollow roof panels 10 and the drainage plates 18 are sealed by silicone adhesive.
Furthermore, the top of the structure nail, the suturing nail or the blind rivet is provided with a metal plug, and the periphery of the outer side of the metal plug is sealed by silica gel.
The roof is characterized in that roof guide grooves 14 parallel to a ridge are formed in the left side end and the right side end of a roof surface, guide holes 15 are formed in one ends of the roof guide grooves 14, the guide holes 15 are connected with guide pipes 16, the guide pipes 16 vertically extend downwards into a surrounding groove 8 and are beneficial to drainage in rainy seasons, the bottom end of a ridge cover plate 12 is embedded into a hollow roof plate 10 and is fixed by structural nails, the intersection of the ridge cover plate 12 and the hollow roof plate 10 is sealed by silicone adhesive, a guide pointed cone 13 is arranged at the top end of the ridge cover plate 12, the included angle β between the guide pointed cone 13 and the horizontal plane is 45-60 degrees, the hollow roof plates 10 on two sides are sleeved into the ridge cover plate 12, the hollow roof plates 10 close to the ridge are connected with a connecting plate 11 through the structural nails upwards, rainwater flows down along the guide pointed cones 13, flows onto the hollow roof plate 10 after passing through the ridge cover plate 12 and then flows into the roof guide grooves 14 towards two sides, the silicone adhesive at the intersection of the ridge cover plate 12 and the hollow roof plates 10 is sealed and damaged, the rainwater enters the hollow roof plates 10 and flows into the hollow roof guide grooves 14 through the roof plates, and the roof plates are connected with the waterproof roof plates with the waterproof sealing structure, and the waterproof roof plates with the waterproof roof plate 10, and the.
The invention is described above with reference to the accompanying drawings as an example, in so far as it is a insubstantial improvement in the method concept and technical solutions of the invention; the present invention is not limited to the above embodiments, and can be modified in various ways.
Claims (5)
1. A construction method for improving the anti-leakage performance of a maintenance structure of a steel structure factory building is characterized by comprising the following steps of (1) laying a rectangular precast concrete foundation, vertically fixing the bottom ends of a plurality of main steel frame columns on two long side surfaces of the precast concrete foundation, vertically fixing the bottom ends of a plurality of windproof columns on two short side surfaces of the precast concrete foundation, (2) connecting a plurality of horizontal purlines between the adjacent main steel frame columns and between the windproof columns at equal intervals up and down, (3) connecting construction steel columns between the main steel frame columns and the top ends of the windproof columns, wherein a plurality of horizontal steel frame beams are connected between the adjacent construction steel columns at equal intervals, each two construction steel columns are fixedly connected and intersected at a ridge and form an included angle of α -150 degrees, (4) installing wall panels between the main steel frame columns and the windproof columns, the wall panels are fixed on the main steel frame columns and the windproof columns through wall panel structural nails, the wall panels are connected and connected with the wind-proof columns through hollow panel structural nails, the bottom ends of the wall panels at two long side walls are provided with edge grooves, the ridge grooves are arranged in an inclined 15-30 degrees, the ridge grooves are connected with the roof panels through guide nails, the roof panels are connected with the roof panels at the top ends of the roof panels, the roof panels are connected with the roof panels through the roof panels, the roof panels are connected with the roof panels, the roof panels.
2. The construction method for improving the leakage resistance of the maintenance structure of the steel structure factory building according to claim 1, wherein the left and right sides of the roof surface are provided with roof guide grooves parallel to the roof ridge, and the roof guide grooves are fixedly connected with the end parts of the hollow roof boards through suturing nails or pulling rivets; a guide hole is formed in one end of the roof guide groove and connected with a guide pipe, and the guide pipe vertically extends downwards into the edge covering groove.
3. The construction method for improving the leakage resistance of the maintenance structure of the steel structure factory building according to claim 1, wherein the hollow roof panels at the front and rear side ends of the roof are connected with the baffle plates through structural nails, and the joints of the hollow roof panels and the baffle plates are sealed by silicone adhesive.
4. The construction method for improving the leakage resistance of the maintenance structure of the steel structure factory building according to claim 1, wherein the upper end parts of the hollow roof panels at the left and right sides of the roof are connected with the drainage plates which incline downwards through the structural nails, and the joints of the hollow roof panels and the drainage plates are sealed by silicone adhesive.
5. The construction method for improving the seepage-proofing performance of the maintenance structure of the steel structure factory building according to any one of claims 1 to 4, wherein a metal plug is arranged at the top of the structural nail, the suturing nail or the blind rivet, and the periphery of the outer side of the metal plug is sealed by silica gel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010027061.2A CN111219080A (en) | 2020-01-10 | 2020-01-10 | Construction method for improving anti-leakage performance of maintenance structure of steel structure factory building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010027061.2A CN111219080A (en) | 2020-01-10 | 2020-01-10 | Construction method for improving anti-leakage performance of maintenance structure of steel structure factory building |
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| Publication Number | Publication Date |
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| CN111219080A true CN111219080A (en) | 2020-06-02 |
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|---|---|---|---|
| CN202010027061.2A Pending CN111219080A (en) | 2020-01-10 | 2020-01-10 | Construction method for improving anti-leakage performance of maintenance structure of steel structure factory building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117803118A (en) * | 2024-03-01 | 2024-04-02 | 德州智南针机械科技有限公司 | Assembly type building roof structure capable of preventing water seepage |
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|---|---|---|---|---|
| CN2095232U (en) * | 1991-03-18 | 1992-02-05 | 顾国仁 | Silkworm shape leak-proof prefabricated roofing hollow slab |
| CN201981715U (en) * | 2011-03-03 | 2011-09-21 | 陆春燕 | Leakthrough mechanism for steel structure |
| CN204475921U (en) * | 2015-02-16 | 2015-07-15 | 湖州和成园林绿化工程有限公司 | The dismountable firm structural construction factory building of a kind of safety |
| CN204899058U (en) * | 2015-08-28 | 2015-12-23 | 中节能风力发电(新疆)有限公司 | Rainwater guiding device and steel construction factory building electricity distribution room |
| CN105971201A (en) * | 2016-06-22 | 2016-09-28 | 山东明达建筑科技有限公司 | Assembly pitched roof and construction method thereof |
| WO2017030189A1 (en) * | 2015-08-20 | 2017-02-23 | こもろ布引いちご園株式会社 | Building having tensile structure |
| CN206784761U (en) * | 2017-05-17 | 2017-12-22 | 首钢水城钢铁(集团)赛德建设有限公司 | A kind of steel structural plant roof structure and steel-structure factory building |
| CN207686002U (en) * | 2017-09-27 | 2018-08-03 | 劳斯伯格建筑科技（上海）有限公司 | A kind of aluminium alloy paulin room structure safeguarded using steel construction |
| CN209780065U (en) * | 2019-03-07 | 2019-12-13 | 深圳森钢重型钢结构工程有限公司 | Steel construction ridge waterproof construction |
-
2020
- 2020-01-10 CN CN202010027061.2A patent/CN111219080A/en active Pending
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|---|---|---|---|---|
| CN2095232U (en) * | 1991-03-18 | 1992-02-05 | 顾国仁 | Silkworm shape leak-proof prefabricated roofing hollow slab |
| CN201981715U (en) * | 2011-03-03 | 2011-09-21 | 陆春燕 | Leakthrough mechanism for steel structure |
| CN204475921U (en) * | 2015-02-16 | 2015-07-15 | 湖州和成园林绿化工程有限公司 | The dismountable firm structural construction factory building of a kind of safety |
| WO2017030189A1 (en) * | 2015-08-20 | 2017-02-23 | こもろ布引いちご園株式会社 | Building having tensile structure |
| CN204899058U (en) * | 2015-08-28 | 2015-12-23 | 中节能风力发电(新疆)有限公司 | Rainwater guiding device and steel construction factory building electricity distribution room |
| CN105971201A (en) * | 2016-06-22 | 2016-09-28 | 山东明达建筑科技有限公司 | Assembly pitched roof and construction method thereof |
| CN206784761U (en) * | 2017-05-17 | 2017-12-22 | 首钢水城钢铁(集团)赛德建设有限公司 | A kind of steel structural plant roof structure and steel-structure factory building |
| CN207686002U (en) * | 2017-09-27 | 2018-08-03 | 劳斯伯格建筑科技（上海）有限公司 | A kind of aluminium alloy paulin room structure safeguarded using steel construction |
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Non-Patent Citations (1)
| Title |
|---|
| 刘健行、郭先瑚、苏景春: "《给水排水工程结构》", 30 April 1994 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117803118A (en) * | 2024-03-01 | 2024-04-02 | 德州智南针机械科技有限公司 | Assembly type building roof structure capable of preventing water seepage |
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Application publication date: 20200602 |