CN113216625A - Construction method of building main body and floor slab pouring auxiliary device - Google Patents
Construction method of building main body and floor slab pouring auxiliary device Download PDFInfo
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- CN113216625A CN113216625A CN202110401129.3A CN202110401129A CN113216625A CN 113216625 A CN113216625 A CN 113216625A CN 202110401129 A CN202110401129 A CN 202110401129A CN 113216625 A CN113216625 A CN 113216625A
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- floor
- construction
- floor slab
- construction section
- frame
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0409—Devices for both conveying and distributing with conveyor belts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The application relates to a construction method of a building main body and a floor slab pouring auxiliary device, which mainly comprises the following steps: s1, dividing the building main body into a plurality of construction sections which are sequentially arranged from top to bottom, wherein each construction section comprises a plurality of floors, and hoisting vertical members of each floor of the first construction section at the bottom is completed firstly; s2, completing hoisting of steel structure beams of each floor of the first construction section; s3, hoisting the template materials of each floor slab in the first construction section and the bottom floor slab of the second construction section to the corresponding floor; s4, pouring each vertical concrete member of the first construction section; s5, pouring and forming the floor slab at the bottommost floor of the second construction section; s6, pouring the floor slabs of each floor in the first construction section layer by layer from bottom to top, and at the same time, when the first construction section is carried out, the second construction section repeats the construction steps of S1-S5 at the same time. This application has the effect of shortening the construction cycle.
Description
Technical Field
The application relates to the technical field of steel structure buildings, in particular to a building main body construction method and a floor slab pouring auxiliary device.
Background
At present, building construction is a production movement performed by people to construct various building products in a certain space and time according to a specific design blueprint by using various building materials and mechanical equipment.
The traditional construction method of the building main body comprises the following steps: firstly, completing the hoisting of a vertical member and a steel structure beam to complete the construction of a main frame; step two, completing the hoisting of the floor slab template material and the installation and fixation of the steel bar truss floor bearing plate; step three, pouring a vertical concrete member; and step four, pouring the concrete floor.
However, the problem existing in the prior art is that the construction mode will cause that the construction of the upper building can be carried out only after the construction of the lower floor is completed, and has certain limitation, and will also cause that the construction period is longer, so that improvement is needed.
Disclosure of Invention
In order to shorten a construction period, the application provides a construction method of a building main body and a floor slab pouring auxiliary device.
On one hand, the application provides a construction method of a building main body, which adopts the following technical scheme: a construction method of a building main body comprises the following concrete construction steps:
s1, dividing the building main body into a plurality of construction sections which are sequentially arranged from top to bottom, wherein each construction section comprises a plurality of floors, and hoisting vertical members of each floor of the first lowermost construction section is completed;
s2, completing hoisting of steel structure beams of each floor of the first construction section, and completing correction and bolt connection;
s3, hoisting the template materials of the floor slabs of each floor in the first construction section and the floor slab at the bottommost layer of the second construction section to the corresponding floors, and synchronously completing the welding of the steel bar truss floor bearing plates of each floor;
s4, pouring each vertical concrete member of the first construction section;
s5, pouring and forming the floor slab at the bottommost floor of the second construction section;
s6, the construction team pours the floor slabs of each floor in the first construction section layer by layer from bottom to top, a floor slab pouring auxiliary device is further arranged on the floor slab of the corresponding poured floor slab to improve the pouring speed of the floor slab, and meanwhile, the second construction section repeats the construction steps of S1-S5 at the same time.
By adopting the technical scheme, the floors are divided into a plurality of construction sections, the pouring of the main frame of the first construction section and the bottommost floor slab of the second construction section is completed firstly, the building of the main frame of the second construction section is directly carried out, meanwhile, the pouring of the floor slabs of all the floors of the first construction section is carried out, and thus, the construction period of the building can be saved; meanwhile, in rainy days or hot extreme days and the like, due to the existence of the floor slab at the bottom of the second construction section, the pouring construction of the floor slabs of all the floors on the first construction section can be carried out as usual, and the condition of delaying the construction period of the building can be reduced.
On the other hand, this application still provides a floor and pours auxiliary device and adopts following technical scheme:
the utility model provides an auxiliary device is pour to floor, includes frame, guide spare, winding up roller and actuating mechanism, the frame is striden and is established to the floor on, the winding up roller rotates and sets up in the frame, guide spare wherein one end flexible winding to the winding up roller on, the other end of guide spare can slide in order to be used for guiding concrete thick liquids to different floor regions towards keeping away from the decurrent direction of winding up roller slope, the one end that is provided with the winding up roller in the frame is the feed end of concrete thick liquids, actuating mechanism sets up in the frame in order to be used for driving guide spare lower extreme and slides along the incline direction.
Through adopting above-mentioned technical scheme, because the completion has been pour to the bottommost floor on the second construction section, make each layer floor be not convenient for pour directly over on the first construction section, therefore, will utilize guide to guide concrete slurry to each region of floor, can drive guide through the winding up roller and carry out the rolling and realize the unloading position of control guide lower extreme, the winding up roller passes through actuating mechanism and drives the rotation, so set up so that carry concrete slurry to each region of floor, the time of workman's transportation thick liquids has been saved, shorten the construction cycle that the floor was pour.
Preferably, the driving mechanism comprises a driving wheel, a transmission part and a driving assembly, the driving wheel is rotatably arranged on the rack, the transmission part is sleeved on the driving wheel in a transmission manner, the driving wheel is coaxially fixed on the winding roller, the lower end of the material guide part is fixedly connected with the transmission part, and the driving assembly is used for driving the driving wheel to rotate.
Through adopting above-mentioned technical scheme, realize through drive wheel, driving medium and drive assembly that the drive winding up roller rotates and carries out the rolling and unreel the operation, the driving medium also plays the effect that the pulling guide spare moved simultaneously.
Preferably, the transmission assembly comprises a driving wheel and a rotating handle, the diameter of the driving wheel is larger than that of the transmission wheel, and the rotating handle is coaxially arranged on the driving wheel.
Through adopting above-mentioned technical scheme, provide manual drive power through setting up action wheel and twist grip, the action wheel sets up to the great drive wheel in right angle and can reduce constructor and rotate the number of times of action wheel, saves staff's physical power.
Preferably, the lower end of the material guiding part is provided with a sliding shaft, the axial direction of the sliding shaft is perpendicular to the sliding direction of the material guiding part, a guide rail arranged along the sliding direction of the material guiding part is arranged on the rack, a roller is coaxially fixed on the sliding shaft, and the roller is arranged in the guide rail in a rolling manner.
Through adopting above-mentioned technical scheme, the setting of axle and the gyro wheel that slides reduces the frictional force of guide spare and frame, reduces staff's working strength.
Preferably, the both ends of the shaft that slides all stretch out to the frame outside, the frame all is provided with actuating mechanism on the both sides along the axle axis direction that slides, be provided with the groove that slides that supplies the shaft that slides in the frame, the one end that the shaft that slides stretches out the frame is connected with the driving medium.
Through adopting above-mentioned technical scheme, all be provided with actuating mechanism on the both sides of frame, can improve the stationarity that guide both sides slided.
Preferably, the rack is further provided with a support rod positioned on the lower side of the material guide member.
Through adopting above-mentioned technical scheme, the setting of bracing piece will support flexible guide spare, improves the installation stability of guide spare.
Preferably, the cross section of the support rod is triangular, and one end of the support rod, which is in contact with the material guide piece, is an edge.
Through adopting above-mentioned technical scheme, because the part concrete thick liquids that drops from the guide spare can produce tumour to the bracing piece on, for reducing the volume of remaining of concrete thick liquids on the bracing piece, set the bracing piece to the cross-section and be the setting of triangle-shaped and one of them edge and guide spare butt, the material that drops on the bracing piece will be along the inclined plane landing on the bracing piece.
Preferably, the rack is further rotatably provided with a cleaning roller positioned on the upper side of the material guide part, the cleaning roller is positioned at the front winding end close to the winding roller, and the cleaning roller is in transmission connection with the transmission part.
Through adopting above-mentioned technical scheme, to coming back the guide surface on the winding up roller to wasing through setting up the cleaning roller, through being connected the cleaning roller with the driving medium transmission, drive the cleaning roller and rotate when rolling up the guide toward retrieving simultaneously.
In summary, the present application includes at least one of the following beneficial technical effects:
the floor is divided into a plurality of construction sections, the pouring of the main frame of the first construction section and the floor slab at the bottommost layer of the second construction section is completed firstly, the building of the main frame of the second construction section is directly carried out, meanwhile, the pouring of the floor slabs of all the floors of the first construction section is carried out, and thus the construction period can be saved;
through setting up frame, guide spare, winding up roller and actuating mechanism cooperation and realizing carrying concrete slurry to each region of floor, reduce the time of staff's transportation concrete slurry.
Drawings
FIG. 1 is a schematic plan view of a building body according to an embodiment of the present application;
fig. 2 is an overall structure schematic diagram of the floor slab casting auxiliary device of the embodiment of the application.
Reference numerals: 1. a frame; 2. a material guide member; 3. a winding roller; 4. a drive mechanism; 41. a driving wheel; 42. a transmission member; 43. a drive assembly; 431. a driving wheel; 432. rotating the handle; 5. a slip axis; 6. a guide rail; 7. a roller; 8. a sliding groove; 9. a support bar; 10. and (5) cleaning the roller.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses a construction method of a building main body. Referring to fig. 1, the concrete construction steps are as follows:
s1, dividing the building main body into a plurality of construction sections which are sequentially arranged from top to bottom, wherein each construction section comprises a plurality of floors, each construction section comprises three floors, and hoisting vertical members of each floor of the first construction section is completed firstly;
s2, completing hoisting of steel structure beams of each floor of the first construction section, and completing correction and bolt connection;
s3, hoisting the template materials of the floor slabs of each floor in the first construction section and the floor slab at the bottommost layer of the second construction section to the corresponding floors, and synchronously completing the welding of the steel bar truss floor bearing plates of each floor;
s4, pouring each vertical concrete member of the first construction section;
s5, pouring and forming the floor slab at the bottommost floor of the second construction section;
and S6, pouring the floor slabs of each floor in the first construction section layer by layer from bottom to top, arranging a floor slab pouring auxiliary device on the floor slabs of the corresponding poured floor for improving the pouring speed of the floor slabs, and simultaneously repeating the construction steps of S1-S5 by the second construction section during the first construction section.
Therefore, the floor slab at the joint of the first construction joint and the second construction joint can be finished firstly, then the floor slab pouring construction on the first construction joint and the construction of the main frame on the second construction joint are carried out synchronously, and the construction period of the building can be shortened.
The embodiment of the application further discloses a floor slab pouring auxiliary device.
Referring to fig. 2, floor slab pouring auxiliary device includes frame 1, guide 2, winding up roller 3 and actuating mechanism 4, frame 1 strides and establishes to the floor on, winding up roller 3 rotates and installs to frame 1 on, the one end that is provided with winding up roller 3 in the frame 1 is the feed end of concrete thick liquids, guide 2 slope sets up in frame 1, guide 2 slope upper end flexible winding is to winding up roller 3 on, the other end of guide 2 can slide in order to be used for guiding concrete thick liquids to different floor regions towards keeping away from the decurrent direction of winding up roller 3 slope, actuating mechanism 4 sets up on frame 1 along the both sides of guide 2 glide direction, actuating mechanism 4 can drive guide 2 lower extremes of guide slide along the incline direction.
The driving mechanism 4 comprises driving wheels 41, a transmission piece 42 and a driving assembly 43, each driving wheel 41 is rotatably installed on one side of the frame 1, one driving wheel 41 is coaxially installed on the winding roller 3, the transmission piece 42 is arranged as a chain, the transmission piece 42 is sleeved on each driving wheel 41, the driving assembly 43 comprises a driving wheel 431 and a rotating handle 432, the driving wheel 431 is rotatably installed on the frame 1, the diameter of the driving wheel 431 is larger than that of the driving wheel 41, the rotating handle 432 is coaxially installed on the driving wheel 431 for driving the driving wheel 431 to rotate, the driving wheel 431 is in transmission connection with the transmission piece 42, and the lower end of the material guiding piece 2 is fixedly connected with the transmission piece 42.
Further, the lower end of the material guiding part 2 is fixed with a sliding shaft 5, the axial direction of the sliding shaft 5 is perpendicular to the sliding direction of the material guiding part 2, a guide rail 6 with the length arranged along the sliding direction of the material guiding part 2 is arranged on the rack 1, rollers 7 are coaxially arranged at two ends of the sliding shaft 5, and the rollers 7 are arranged in the guide rail 6 in a rolling manner. And because the slip shaft 5 is fixedly connected with the transmission piece 42 and the transmission piece 42 is located on both sides of the frame 1, a slip groove 8 for the slip shaft 5 to slip is formed in the frame 1, the slip groove 8 is communicated with the guide rail 6, and one end of the slip shaft 5 extending out of the frame 1 is connected with the transmission piece 42.
Still install the bracing piece 9 that is located guide 2 downside on the frame 1, the length direction of bracing piece 9 is unanimous with the glide direction of guide 2, and bracing piece 9 is provided with two at least side by side, and is concrete, and the cross-section of each bracing piece 9 is the triangle-shaped setting, and the one end of bracing piece 9 and guide 2 butt is the edges and corners limit.
Further, a cleaning roller 10 located on the upper side of the material guiding part 2 is rotatably mounted on the machine frame 1, the cleaning roller 10 is located at the winding front end close to the winding roller 3, a gear is coaxially fixed on the cleaning roller 10 and is in transmission connection with a transmission part 42, and the rotating cleaning roller 10 can clean the upper surface of the material guiding part 2.
The implementation principle of this application embodiment a floor pouring auxiliary device does: when pouring the floor, lead the upside of the slope upper end of guide 2 with the source of delivery of concrete thick liquids, the concrete thick liquids will be emptyd to guide 2 and drop to the floor from guide 2 lower extreme, constructor rotation handle 432 rotates simultaneously and drives action wheel 431 and rotate, and then drive driving medium 42 and remove, and then drive guide 2 and slide downwards, realize carrying the concrete thick liquids to each region of floor, pour the back that finishes, will reverse rotation handle 432 accomplish the operation of withdrawing of guide 2.
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 (9)
1. A construction method of a building main body is characterized by comprising the following concrete construction steps:
s1, dividing the building main body into a plurality of construction sections which are sequentially arranged from top to bottom, wherein each construction section comprises a plurality of floors, and hoisting vertical members of each floor of the first lowermost construction section is completed;
s2, completing hoisting of steel structure beams of each floor of the first construction section, and completing correction and bolt connection;
s3, hoisting the template materials of the floor slabs of each floor in the first construction section and the floor slab at the bottommost layer of the second construction section to the corresponding floors, and synchronously completing the welding of the steel bar truss floor bearing plates of each floor;
s4, pouring each vertical concrete member of the first construction section;
s5, pouring and forming the floor slab at the bottommost floor of the second construction section;
s6, the construction team pours the floor slabs of each floor in the first construction section layer by layer from bottom to top, a floor slab pouring auxiliary device is further arranged on the floor slab of the corresponding poured floor slab to improve the pouring speed of the floor slab, and meanwhile, the second construction section repeats the construction steps of S1-S5 at the same time.
2. A floor slab casting aid as claimed in claim 1, wherein: including frame (1), guide spare (2), winding up roller (3) and actuating mechanism (4), set up to the floor on frame (1) strides, winding up roller (3) rotate to set up in frame (1), guide spare (2) wherein one end flexible winding to winding up roller (3) on, the other end of guide spare (2) can slide in order to be used for guiding concrete thick liquids to different floor regions towards keeping away from winding up roller (3) slope decurrent direction, the one end that is provided with winding up roller (3) on frame (1) is the feed end of concrete thick liquids, actuating mechanism (4) set up in frame (1) in order to be used for driving guide spare (2) lower extreme and slide along the incline direction.
3. A floor slab casting aid according to claim 2, wherein: the material guide device is characterized in that the driving mechanism (4) comprises a driving wheel (41), a transmission piece (42) and a driving assembly (43), the driving wheel (41) is rotatably arranged on the rack (1), the transmission piece (42) is sleeved on the driving wheel (41) in a transmission manner, the driving wheel (41) is coaxially fixed on the winding roller (3), the lower end of the material guide piece (2) is fixedly connected with the transmission piece (42), and the driving assembly (43) is used for driving the driving wheel (41) to rotate.
4. A floor slab casting aid according to claim 3, wherein: the transmission assembly comprises a driving wheel (431) and a rotating handle (432), the diameter of the driving wheel (431) is larger than that of the transmission wheel (41), and the rotating handle (432) is coaxially arranged on the driving wheel (431).
5. A floor slab casting aid according to claim 4, wherein: the material guide part (2) lower extreme is provided with slip axle (5), slip axle (5) axis direction sets up with material guide part (2) slip direction is perpendicular, be provided with guide rail (6) that set up along material guide part (2) slip direction on frame (1), coaxial fixed has gyro wheel (7) on the slip axle (5), gyro wheel (7) roll and set up in guide rail (6).
6. A floor slab casting aid according to claim 5, wherein: the utility model discloses a slip axle (5) including frame (5), slip axle (5) both ends all stretch out to the frame (1) outside, all be provided with actuating mechanism (4) on frame (1) along the both sides of slip axle (5) axis direction, be provided with on frame (1) and supply the groove (8) that slide that slip axle (5) slided, the one end that slip axle (5) stretch out frame (1) is connected with driving medium (42).
7. A floor slab casting aid according to claim 6, wherein: the rack (1) is also provided with a support rod (9) positioned on the lower side of the material guide piece (2).
8. A floor slab casting aid according to claim 7, wherein: the cross section of the supporting rod (9) is arranged in a triangular shape, and one end of the supporting rod (9) in contact with the material guide piece (2) is a corner edge.
9. A floor slab casting aid according to claim 7, wherein: still rotate on frame (1) and be provided with cleaning roller (10) that are located guide (2) upside, cleaning roller (10) are located the rolling front end that is close to winding up roller (3), cleaning roller (10) are connected with driving medium (42) transmission.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110401129.3A CN113216625A (en) | 2021-04-14 | 2021-04-14 | Construction method of building main body and floor slab pouring auxiliary device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110401129.3A CN113216625A (en) | 2021-04-14 | 2021-04-14 | Construction method of building main body and floor slab pouring auxiliary device |
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| Publication Number | Publication Date |
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| CN113216625A true CN113216625A (en) | 2021-08-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202110401129.3A Pending CN113216625A (en) | 2021-04-14 | 2021-04-14 | Construction method of building main body and floor slab pouring auxiliary device |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6966415B1 (en) * | 2004-05-26 | 2005-11-22 | Dennis Conrad | Rollable support for a cement-pouring chute |
| CN101691787A (en) * | 2009-09-22 | 2010-04-07 | 中铁十二局集团建筑安装工程有限公司 | Converse construction process for middle-high steel structure building |
| CN207128084U (en) * | 2017-07-15 | 2018-03-23 | 贵溪通程劳务有限公司 | A kind of skeletal material conveyer of concrete station |
| CN110173102A (en) * | 2019-05-09 | 2019-08-27 | 上海建工一建集团有限公司 | The more work surface synchronous construction foot hand systems of super high-rise building and construction method |
| CN212027169U (en) * | 2020-04-16 | 2020-11-27 | 曹祥朋 | Building construction discharge apparatus |
| CN112031427A (en) * | 2020-08-07 | 2020-12-04 | 廖文军 | Telescopic chute for pouring super-thick concrete |
| CN112431416A (en) * | 2020-12-22 | 2021-03-02 | 中建一局集团建设发展有限公司 | Workshop building method capable of effectively shortening construction period and workshop built by same |
-
2021
- 2021-04-14 CN CN202110401129.3A patent/CN113216625A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6966415B1 (en) * | 2004-05-26 | 2005-11-22 | Dennis Conrad | Rollable support for a cement-pouring chute |
| CN101691787A (en) * | 2009-09-22 | 2010-04-07 | 中铁十二局集团建筑安装工程有限公司 | Converse construction process for middle-high steel structure building |
| CN207128084U (en) * | 2017-07-15 | 2018-03-23 | 贵溪通程劳务有限公司 | A kind of skeletal material conveyer of concrete station |
| CN110173102A (en) * | 2019-05-09 | 2019-08-27 | 上海建工一建集团有限公司 | The more work surface synchronous construction foot hand systems of super high-rise building and construction method |
| CN212027169U (en) * | 2020-04-16 | 2020-11-27 | 曹祥朋 | Building construction discharge apparatus |
| CN112031427A (en) * | 2020-08-07 | 2020-12-04 | 廖文军 | Telescopic chute for pouring super-thick concrete |
| CN112431416A (en) * | 2020-12-22 | 2021-03-02 | 中建一局集团建设发展有限公司 | Workshop building method capable of effectively shortening construction period and workshop built by same |
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