CN113338683A - Design method of assembly type factory building - Google Patents
Design method of assembly type factory building Download PDFInfo
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- CN113338683A CN113338683A CN202110723931.4A CN202110723931A CN113338683A CN 113338683 A CN113338683 A CN 113338683A CN 202110723931 A CN202110723931 A CN 202110723931A CN 113338683 A CN113338683 A CN 113338683A
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- 238000000034 method Methods 0.000 title claims abstract description 23
- 238000005266 casting Methods 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 45
- 238000002347 injection Methods 0.000 claims description 35
- 239000007924 injection Substances 0.000 claims description 35
- 238000007789 sealing Methods 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 230000000694 effects Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 3
- 239000010865 sewage Substances 0.000 description 8
- 238000005728 strengthening Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 6
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 230000000149 penetrating effect Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
-
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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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
- 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
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Hydrology & Water Resources (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Health & Medical Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Foundations (AREA)
Abstract
The application relates to a design method of an assembly type factory building, and relates to the technical field of factory building structures. Which comprises the following steps: s1, preparing two frame columns and a herringbone frame beam with required specifications in advance; s2, forming a pair of transverse foundation grooves on the foundation, forming longitudinal foundation grooves on two opposite inner side walls of the transverse foundation grooves, inserting the bottoms of the frame columns into the transverse foundation grooves, and casting concrete into the transverse foundation grooves to form foundation piles, wherein the foundation piles are fixedly connected with the frame columns; and S3, hanging the frame beam above the frame column, and fixedly connecting the bottoms of the two ends of the frame beam with the frame column through bolts respectively. After the installation is finished, the foundation piles formed by pouring are matched with the transverse foundation grooves and the longitudinal foundation grooves, so that the part of the foundation pile in the longitudinal foundation groove is not easy to move in the vertical direction under the limitation of the longitudinal foundation groove. Therefore, the foundation pile is not easy to loosen in the vertical direction relative to the foundation, namely, the pulling resistance in the vertical direction is excellent.
Description
Technical Field
The application relates to the field of plant design structures, in particular to an assembly type plant design method.
Background
The assembly type factory building is a building structure formed by assembling an assembly type framework and wall boards.
The existing Chinese patent with the publication number of CN102493687B discloses an assembled construction method for an ecological industrial factory building, which comprises two screw piles, two frame columns and two frame beams, wherein the bottoms of the two screw piles are conical and embedded in a foundation, the bottoms of the two frame columns are vertically arranged and fixedly connected with the corresponding screw piles, the frame beams are herringbone, and the frame beams are positioned above the two frame columns and fixedly connected with the corresponding frame columns at the bottoms of the two ends respectively.
The related art described above has the following drawbacks: the spiral pile is embedded into the foundation and can only improve the stability in the horizontal direction, and the uplift resistance in the vertical direction is poor, so that the improvement is needed.
Content of application
In order to improve the anti-pulling capacity of the whole structure in the vertical direction, the application provides a design method of an assembly type factory building.
The application provides an assembled factory building design method adopts following technical scheme:
a design method of an assembly type factory building comprises the following steps:
s1, preparing two frame columns and a herringbone frame beam with required specifications in advance;
s2, forming a pair of transverse foundation grooves on the foundation, forming longitudinal foundation grooves on two opposite inner side walls of the transverse foundation grooves, inserting the bottoms of the frame columns into the transverse foundation grooves, and casting concrete into the transverse foundation grooves to form foundation piles, wherein the foundation piles are fixedly connected with the frame columns;
and S3, hanging the frame beam above the frame column, and fixedly connecting the bottoms of the two ends of the frame beam with the frame column through bolts respectively.
By adopting the technical scheme, after the installation is finished, the foundation pile formed by pouring is matched with the transverse foundation trench and the longitudinal foundation trench, so that the part of the foundation pile in the longitudinal foundation trench is not easy to move in the vertical direction under the limitation of the longitudinal foundation trench. Therefore, the foundation pile is not easy to loosen in the vertical direction relative to the foundation, namely, the pulling resistance in the vertical direction is excellent.
Optionally, a drainage pipeline is pre-buried in the foundation pile, a water injection pipeline is arranged in the foundation in a penetrating mode, a water tank is arranged on the surface of the foundation, and two ends of the water injection pipeline are respectively communicated with the water tank and the drainage pipeline.
Through adopting above-mentioned technical scheme, sewage in the factory building can directly be emptyd to the basin in, flow through behind the water injection pipeline afterwards and converge to drainage pipe in to centralized processing. In addition, the sewage accumulated inside the drainage pipeline can increase the self weight of the foundation pile, thereby further improving the stability of the foundation pile in the vertical direction.
Optionally, a shunt pipeline is communicated between the two water injection pipelines.
By adopting the technical scheme, when the drainage pipeline on one side is blocked or needs to be overhauled, the drainage pipeline on the other side can be drained in time through the shunting pipeline. In addition, the water injection pipeline and the drainage pipeline of both sides can be assisted in connecting to the reposition of redundant personnel pipeline to can make whole factory building structure stability in vertical direction higher.
Optionally, the inside accuse that is provided with of water injection pipeline flows the subassembly, the accuse flows the subassembly and is located between reposition of redundant personnel pipeline and the drainage pipe, the accuse flows the subassembly and includes fixed plate and fly leaf, fixed plate and water injection pipeline inner wall fixed connection, the fly leaf rotates with the water injection pipeline inner wall to be connected, run through respectively on fixed plate and the fly leaf and be provided with fixed accuse discharge orifice and activity accuse discharge orifice, fixed accuse discharge orifice communicates with activity accuse discharge orifice.
Through adopting above-mentioned technical scheme, rotatable fly leaf is in order to adjust the overlapping area of activity accuse discharge orifice and fixed accuse discharge orifice to realize flow control, the simple operation.
Optionally, the flow control assembly further comprises a sealing gasket, the sealing gasket is located between the fixed plate and the movable plate, and the sealing gasket is provided with a sealing flow control hole matched with the fixed flow control hole in a penetrating manner.
Through adopting above-mentioned technical scheme, sealed the sealing performance that can promote between fixed plate and the fly leaf of filling up to be difficult for taking place the seepage when making accuse flow subassembly be in the closed condition.
Optionally, a plurality of strengthening ribs are arranged on the outer side of the shunt pipeline, the strengthening ribs are distributed along the circumferential direction of the shunt pipeline, and the strengthening ribs are a plurality of and are consistent with the length direction of the shunt pipeline.
Through adopting above-mentioned technical scheme, can promote the fracture resistance ability of reposition of redundant personnel pipeline to make reposition of redundant personnel pipeline be difficult for taking place deformation or fracture when water injection pipeline extrudees it or stretches it in both sides.
Optionally, a plurality of reinforcing ribs are further sleeved with reinforcing rings.
Through adopting above-mentioned technical scheme, the beaded finish can be a support rack with a plurality of strengthening ribs group building to each strengthening rib shares pressure in step when one of them strengthening rib atress takes place to deform, has further promoted the holistic anti deformability of reposition of redundant personnel pipeline.
Optionally, a frame bottom plate is arranged between the two frame columns, and the frame bottom plate is located on the surface of the foundation.
Through adopting above-mentioned technical scheme, the frame post of both sides can be connected to the frame bottom plate to promote the connection stability between the frame post of both sides.
Optionally, the bottom wall of the frame bottom plate is fixedly provided with an inserting rod, the bottom of the inserting rod is fixedly provided with a conical barrel, the pointed end of the conical barrel is arranged downwards, and the maximum diameter of the conical barrel is larger than the diameter of the inserting rod.
Through adopting above-mentioned technical scheme, the inserted bar can extrude the earth of ground along with the descending in-process of frame bottom plate to make the inside earth of ground more closely knit, thereby make the foundation pile more difficult break away from the ground, stability is higher.
Optionally, a pouring main runner is arranged inside the inserted bar along the axial direction of the inserted bar, and a pouring auxiliary runner penetrates through the inner side wall of the pouring channel.
Through adopting above-mentioned technical scheme, after frame bottom plate and ground laminated mutually, can be to the inside casting concrete of casting sprue, the clearance department at awl bucket rear is filled after the vice runner of pouring that the concrete flow through to make the ground resume closely knit. In addition, cladding inserted bar can be stabilized after the concrete setting shaping to promote the whole weight of inserted bar and frame bottom plate, and then make the stability of factory building in vertical side higher.
In summary, the present application includes at least one of the following benefits:
1. the foundation piles formed by pouring are matched with the transverse foundation grooves and the longitudinal foundation grooves, so that the part of the foundation pile in the longitudinal foundation groove is not easy to move in the vertical direction under the limitation of the longitudinal foundation groove. Therefore, the foundation pile is not easy to loosen in the vertical direction relative to the foundation, namely, the pulling resistance in the vertical direction is excellent.
2. At the inside pre-buried drainage pipe of foundation pile, the water injection pipeline is worn to be equipped with by the ground, and the ground surface is provided with the basin, and the both ends of water injection pipeline communicate basin and drainage pipe respectively. Sewage in the factory building can directly be emptyd to the basin in, flow through in the water injection pipeline converges to drainage pipe afterwards to centralized processing. In addition, the sewage accumulated inside the drainage pipeline can increase the self weight of the foundation pile, thereby further improving the stability of the foundation pile in the vertical direction.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
fig. 2 is a schematic structural diagram for showing a connection relationship between a water injection pipeline and a diversion pipeline in an embodiment of the present application;
FIG. 3 is a schematic structural diagram for illustrating a connection relationship between reinforcing bars and reinforcing rings in an embodiment of the present application;
FIG. 4 is a schematic structural diagram for showing a connection relationship between a flow control assembly and a water injection pipeline in an embodiment of the present application;
FIG. 5 is a schematic structural diagram for showing a connection relationship between an insertion rod and a conical barrel in the embodiment of the present application;
FIG. 6 is a schematic structural diagram for showing the overall connection relationship among the drainage pipeline, the water injection pipeline and the diversion pipeline in the embodiment of the present application.
In the figure: 1. a frame floor; 11. a frame column; 12. a frame beam; 13. foundation piles; 131. a transverse foundation trench; 132. a longitudinal foundation trench; 14. a foundation; 15. inserting a rod; 150. pouring a main runner; 1500. pouring an auxiliary runner; 16. a conical barrel;
2. a water injection pipeline; 21. a water discharge pipeline; 22. a water tank; 23. a diversion pipeline; 231. reinforcing ribs; 232. a reinforcement ring;
3. a flow control assembly; 31. a fixing plate; 310. fixing a flow control hole; 32. a gasket; 320. sealing the flow control hole; 33. a movable plate; 330. and the flow control hole is moved.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
The embodiment of the application discloses a design method of an assembly type factory building. Referring to fig. 1, a method for designing an assembly plant includes the steps of:
s1, preparing a frame bottom plate 1, two frame columns 11 and a herringbone frame beam 12 with required specifications in advance.
And S2, digging a pair of transverse foundation grooves 131 on the foundation 14, digging longitudinal foundation grooves 132 on two opposite inner side walls of the transverse foundation grooves 131, placing the bottoms of the frame columns 11 at the openings of the transverse foundation grooves 131, and pouring concrete into the transverse foundation grooves 131 to form foundation piles 13 and fixedly connecting the foundation piles 13 with the frame columns 11. The frame bottom plate 1 is fixedly connected between the two frame columns 11 through bolts, and the bottom wall of the frame bottom plate 1 is attached to the surface of the foundation 14.
And S3, hanging the frame beam 12 above the frame column 11, and fixedly connecting the bottoms of the two ends of the frame beam 12 with the frame column 11 through bolts respectively.
Referring to fig. 2, the water injection pipeline 2 is embedded inside the foundation 14, the bottom of the water injection pipeline 2 extends into the transverse foundation trench 131, the water discharge pipeline 21 is embedded in the process of casting concrete into the transverse foundation trench 131, the bottom of the water injection pipeline 2 is communicated with the side wall of the water discharge pipeline 21, and after the concrete is cast, the water injection pipeline 2 and the water discharge pipeline 21 are fixedly connected with the foundation pile 13. A water tank 22 is fixed above the frame bottom plate 1 through bolts, and the top of the water injection pipeline 2 penetrates through the frame bottom plate 1 and is communicated with the water tank 22. During the use, sewage in the factory building can flow through water injection pipeline 2 from basin 22 and converge to in drainage pipe 21 to the sewage centralized treatment in drainage pipe 21, the whole weight of multiplicable foundation pile 13 of depositing up of sewage in addition, and then promote foundation pile 13 stability in vertical direction.
Referring to fig. 2, a shunt pipeline 23 is fixed between the two water injection pipelines 2 by welding, the shunt pipeline 23 is horizontally arranged, the end part of the shunt pipeline is communicated with the water injection pipeline 2, and when the drainage pipeline 21 on one side is blocked or needs to be overhauled, the water can be drained to the drainage pipeline 21 on the other side through the shunt pipeline 23.
Referring to fig. 3, a plurality of reinforcing ribs 231 are uniformly distributed on the outer side wall of the shunt pipe 23 along the circumferential direction thereof, the reinforcing ribs 231 are welded and fixed to the outer side wall of the shunt pipe 23, and the length direction of the reinforcing ribs 231 is the same as the length direction of the shunt pipe 23. The outside of a plurality of strengthening ribs 231 still overlaps and is equipped with a plurality of beaded finish 232, and a plurality of beaded finish 232 are along the length direction evenly distributed of reposition of redundant personnel pipeline 23, and the inboard and the strengthening rib 231 outside welded fastening of beaded finish 232 to promote reposition of redundant personnel pipeline 23's bulk strength.
Referring to fig. 4, a flow control assembly 3 is disposed inside the water injection pipeline 2, and the flow control assembly 3 is located between the diversion pipeline 23 and the drainage pipeline 21 to realize flow control during the process of flowing sewage from the water injection pipeline 2 to the drainage pipeline 21.
Referring to fig. 4, the flow control assembly 3 includes a fixed plate 31, a sealing gasket 32 and a movable plate 33, the fixed plate 31 is fixed to the inner wall of the water injection pipe 2 by welding, the sealing gasket 32 is made of rubber and is fixedly connected to the sidewall of the fixed plate 31 by gluing, the movable plate 33 is rotatably connected to the inner wall of the water injection pipe 2, and the fixed plate 31, the sealing gasket 32 and the movable plate 33 are coaxial with the water injection pipe 2. The fixed plate 31, the sealing gasket 32 and the movable plate 33 are respectively provided with a fixed flow control hole 310, a sealed flow control hole 320 and a movable flow control hole 330 which are communicated with each other, and the movable plate 33 can be rotated to adjust the overlapping area of the movable flow control hole 330 with the fixed flow control hole 310 and the sealed flow control hole 320, thereby realizing flow adjustment.
Referring to fig. 5, a plurality of insertion rods 15 are uniformly distributed on the bottom wall of the frame bottom plate 1, the top of the insertion rod 15 penetrates through the frame bottom plate 1, and the top wall of the insertion rod 15 is flush with the top wall of the frame bottom plate 1. The inside of the inserted link 15 is provided with a pouring main runner 150 along the axial direction thereof, and the inner side wall of the pouring main runner 150 is provided with a pouring auxiliary runner 1500 in a penetrating manner. The bottom of the inserted link 15 is fixed with a cone barrel 16 through welding, the tip of the cone barrel 16 is arranged downwards, and the maximum diameter of the cone barrel 16 is larger than that of the inserted link 15. When the foundation is installed, the frame bottom plate 1 is pressed downwards, so that the conical barrels 16 extrude the foundation 14, and the foundation 14 is more compact. In addition, a gap is formed above the cone 16, and concrete is poured through the pouring main runner 150 and the pouring sub-runner 1500 to fill the gap, thereby increasing the overall weight of the frame bottom plate 1.
The implementation principle of the design method of the assembled factory building in the embodiment of the application is as follows: after the installation, the foundation piles 13 formed by casting are matched with the transverse foundation grooves 131 and the longitudinal foundation grooves 132, so that the parts of the foundation piles 13 in the longitudinal foundation grooves 132 are not easy to move in the vertical direction under the limitation of the longitudinal foundation grooves 132. So that the foundation pile 13 is not easy to loosen in the vertical direction relative to the foundation 14, i.e. the resistance to pulling in the vertical direction is excellent.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. A design method of an assembled factory building is characterized by comprising the following steps:
s1, preparing two frame columns (11) and a herringbone frame beam (12) with required specifications in advance;
s2, forming a pair of transverse foundation grooves (131) in the foundation (14), forming longitudinal foundation grooves (132) in two opposite inner side walls of the transverse foundation grooves (131), inserting the bottoms of the frame columns (11) into the transverse foundation grooves (131), casting concrete into the transverse foundation grooves (131) to form foundation piles (13), and fixedly connecting the foundation piles (13) with the frame columns (11);
s3, hanging the frame beam (12) above the frame column (11), and fixedly connecting the bottoms of the two ends of the frame beam (12) with the frame column (11) through bolts respectively.
2. The design method of assembled factory building according to claim 1, wherein: drainage pipe (21) are pre-buried in foundation pile (13), water injection pipeline (2) are worn to be equipped with in ground (14), ground (14) surface is provided with basin (22), the both ends of water injection pipeline (2) communicate basin (22) and drainage pipe (21) respectively.
3. The design method of assembled factory building according to claim 2, wherein: a shunt pipeline (23) is communicated between the two water injection pipelines (2).
4. The design method of assembled factory building of claim 3, wherein: subassembly (3) are flowed in the inside accuse that is provided with of water injection pipeline (2), subassembly (3) are flowed in the accuse and are located between reposition of redundant personnel pipeline (23) and drainage pipe (21), subassembly (3) are flowed including fixed plate (31) and fly leaf (33) to the accuse, fixed plate (31) and water injection pipeline (2) inner wall fixed connection, fly leaf (33) are connected with water injection pipeline (2) inner wall rotation, run through respectively on fixed plate (31) and fly leaf (33) and be provided with fixed accuse discharge orifice (310) and activity accuse discharge orifice (330), fixed accuse discharge orifice (310) is linked together with activity accuse discharge orifice (330).
5. The design method of assembled factory building of claim 4, wherein: the flow control assembly (3) further comprises a sealing gasket (32), the sealing gasket (32) is located between the fixed plate (31) and the movable plate (33), and the sealing gasket (32) penetrates through a sealing flow control hole (320) matched with the fixed flow control hole (310).
6. The design method of assembled factory building of claim 3, wherein: a plurality of reinforcing ribs (231) are arranged on the outer side of the shunt pipeline (23) and distributed along the circumferential direction of the shunt pipeline (23) in a plurality of ways, and the length direction of each reinforcing rib (231) is consistent with the length direction of the shunt pipeline (23).
7. The design method of assembled factory building of claim 6, wherein: and the outer sides of the reinforcing ribs (231) are also sleeved with reinforcing rings (232).
8. The design method of assembled factory building according to claim 1, wherein: a frame bottom plate (1) is arranged between the two frame columns (11), and the frame bottom plate (1) is located on the surface of a foundation (14).
9. The design method of assembled factory building of claim 8, wherein: the frame bottom plate (1) diapire is fixed and is provided with inserted bar (15), inserted bar (15) bottom is fixed and is provided with awl bucket (16), the most advanced of awl bucket (16) sets up down and the diameter that the maximum diameter is greater than inserted bar (15).
10. The design method of assembled factory building according to claim 9, wherein: a pouring main runner (150) is arranged in the insert rod (15) along the axial direction of the insert rod, and a pouring auxiliary runner (1500) penetrates through the inner side wall of the pouring channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110723931.4A CN113338683A (en) | 2021-06-29 | 2021-06-29 | Design method of assembly type factory building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110723931.4A CN113338683A (en) | 2021-06-29 | 2021-06-29 | Design method of assembly type factory building |
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| CN113338683A true CN113338683A (en) | 2021-09-03 |
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| CN202110723931.4A Pending CN113338683A (en) | 2021-06-29 | 2021-06-29 | Design method of assembly type factory building |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204199277U (en) * | 2014-11-12 | 2015-03-11 | 魏瑞琼 | The spiral building stake of filling concrete |
| CN108301505A (en) * | 2018-02-01 | 2018-07-20 | 华洲建设温州有限公司 | A kind of assembled arthitecutral structure |
| CN208202697U (en) * | 2018-03-23 | 2018-12-07 | 四川蓝海化工（集团）有限公司 | Coal stock ground |
| CN208430662U (en) * | 2018-06-25 | 2019-01-25 | 长沙理工大学 | Rural green building |
| CN111305378A (en) * | 2020-04-01 | 2020-06-19 | 福建省柔情旅游用品有限公司 | Glass fiber reinforced plastic house building with good stability performance |
| CN111335679A (en) * | 2020-04-20 | 2020-06-26 | 青藤绿色建筑(广东)有限公司 | Assembled heat-insulation type steel bar processing plant and construction method thereof |
| CN210947080U (en) * | 2019-09-15 | 2020-07-07 | 南安市盈佳贸易有限公司 | Bathroom floor drain with adjustable |
| CN213448546U (en) * | 2020-09-23 | 2021-06-15 | 天津力拓得科技有限公司 | Tower crane foundation supporting device |
-
2021
- 2021-06-29 CN CN202110723931.4A patent/CN113338683A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204199277U (en) * | 2014-11-12 | 2015-03-11 | 魏瑞琼 | The spiral building stake of filling concrete |
| CN108301505A (en) * | 2018-02-01 | 2018-07-20 | 华洲建设温州有限公司 | A kind of assembled arthitecutral structure |
| CN208202697U (en) * | 2018-03-23 | 2018-12-07 | 四川蓝海化工（集团）有限公司 | Coal stock ground |
| CN208430662U (en) * | 2018-06-25 | 2019-01-25 | 长沙理工大学 | Rural green building |
| CN210947080U (en) * | 2019-09-15 | 2020-07-07 | 南安市盈佳贸易有限公司 | Bathroom floor drain with adjustable |
| CN111305378A (en) * | 2020-04-01 | 2020-06-19 | 福建省柔情旅游用品有限公司 | Glass fiber reinforced plastic house building with good stability performance |
| CN111335679A (en) * | 2020-04-20 | 2020-06-26 | 青藤绿色建筑(广东)有限公司 | Assembled heat-insulation type steel bar processing plant and construction method thereof |
| CN213448546U (en) * | 2020-09-23 | 2021-06-15 | 天津力拓得科技有限公司 | Tower crane foundation supporting device |
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Application publication date: 20210903 |