CN115162687B - Modularized building and construction method thereof - Google Patents
Modularized building and construction method thereof Download PDFInfo
- Publication number
- CN115162687B CN115162687B CN202210931733.1A CN202210931733A CN115162687B CN 115162687 B CN115162687 B CN 115162687B CN 202210931733 A CN202210931733 A CN 202210931733A CN 115162687 B CN115162687 B CN 115162687B
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- platform
- base
- locking
- adjusting
- extension
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- 238000010276 construction Methods 0.000 title claims abstract description 37
- 238000000034 method Methods 0.000 claims abstract description 27
- 238000009435 building construction Methods 0.000 claims abstract description 17
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
Landscapes
- 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 invention relates to the field of building construction, in particular to a modularized building and a construction method thereof, wherein the method comprises the following steps: assembling and connecting the processed base and platform in a factory; applying all adjustable heights and angles to a minimum initial value; transporting the device to a construction site, and combining with an actual requirement height adjusting device; after the height of the extension platform reaches a designated position, locking and fixing the base; the height of the platform is determined through adjusting the locking, and then the platform is locked, so that the platform is actually applied to the position of a layer of half-layer to descend the application platform; operating the extension distance of the extension plate on the application platform, and constructing the height of the appointed site on the extension plate; after the use is completed, all the adjustable positions are reduced, so that the occupied space is reduced; the invention has the beneficial effects that the construction height can be quickly lifted and extended by quickly adjusting and locking, so that the construction efficiency of construction building is improved.
Description
Technical Field
The invention relates to the field of building construction, in particular to a modularized building and a construction method thereof.
Background
The development and the application of the modularized building effectively improve the optimization of the field construction in the field of the building, improve the construction effect, shorten the construction time and effectively save the manpower; patent number CN201910535749.9 discloses an auxiliary device for modular building stacking and a modular building stacking method, comprising a base, a lifting mechanism and a clamping mechanism, wherein the top end of the base is movably connected with a transverse moving assembly, the bottom of the lifting mechanism is fixedly connected to the top of the transverse moving assembly, the transverse moving assembly drives the lifting mechanism to transversely move, the clamping mechanism is used for clamping the top of a module, and the lifting mechanism drives the clamping mechanism with the module to vertically move. But this equipment cannot be quickly set up and adjusted for the platform of the construction height in the construction process.
Disclosure of Invention
The invention aims to provide a modularized building and a construction method thereof, which have the beneficial effects that the construction height can be quickly lifted and extended by quickly adjusting and locking, so that the construction efficiency of the construction building is improved.
The aim of the invention is achieved by the following technical scheme:
a modular building construction method comprising the steps of:
step one, assembling and connecting a processed base and a processed platform in a factory; applying all adjustable heights and angles to a minimum initial value;
step two, conveying the device to a construction site, and combining with an actual demand height adjusting device;
thirdly, locking and fixing the base after the height of the extension platform reaches a designated position by adjusting the height of the extension platform;
step four, locking after the height of the platform is determined by adjusting the locking, so that the platform is actually applied to the position of a layer of a half layer to descend the application platform;
step five, operating the extension distance of the extension plate on the application platform, and constructing the height of the appointed site on the extension plate; and after the use is finished, all the adjustable positions are reduced, so that the occupied space is reduced.
The modularized building construction method comprises the steps of using a modularized building, wherein the modularized building comprises a foundation fixing base, adjusting support rods, an upper-layer platform, a sinking platform and an extending platform, the foundation fixing base is fixedly supported through foundation bolts, a plurality of adjusting support rods are fixedly locked on the foundation fixing base, the upper-layer platform for lifting the working height is hinged on the adjusting support rods, and the upper-layer platform is used for constructing between one layer and two layers by controlling the lifting of the sinking platform through bolts; the extension of the extension platform is controlled by bolts in the sinking platform.
The adjusting support rod comprises a base rotary sphere, a ball groove seat, a rotary gear shaft base, a manual adjusting gear shaft and a lower screw bottom shaft, wherein the base rotary sphere rotates in the ball groove seat, the ball groove seat rotates in a foundation fixing base through the rotary gear shaft base, the side end of the base rotary sphere is fixedly provided with the manual adjusting gear shaft for adjusting the inclination angle, and the base rotary sphere is fixedly provided with the lower screw bottom shaft for supporting and connecting an upper platform.
The lower screw bottom shaft is connected with the rotating threaded cylinder through a threaded fit, the upper end of the rotating threaded cylinder rotates in the upper fixed shaft, and the upper fixed shaft is hinged with the limiting sliding seat.
The machined parts are assembled in a factory, after the assembly is completed, all the adjustment is initial, the occupied space is reduced by folding, and meanwhile, the whole transportation is convenient; after the device is transported to a construction site, the upper layer platform of the device is adjusted by combining with the actual height, the device is locked and then fixed after reaching a designated position, the device needs to work between a first layer and a second layer, the sinking platform is sunk to the designated position through adjusting bolts, and then the extension platform is adjusted to construct the designated position through the extension platform; and then realize conveniently adjusting the height at the construction scene, also can be located the height between one deck and the two-layer and sink the regulation and extend the processing, guarantee the construction scope, promote the construction environment.
Drawings
FIG. 1 is a schematic flow diagram of a platform construction of the present invention;
FIG. 2 is a schematic view of a structure of an adjusting support bar according to the present invention;
FIG. 3 is a schematic diagram showing a second structure of the adjusting support bar of the present invention;
FIG. 4 is a schematic view of a third embodiment of an adjustable support bar of the present invention;
FIG. 5 is a schematic view of the structure of the base of the present invention;
FIG. 6 is a schematic view of the structure of the locking of the rotary tooth shaft base of the present invention;
FIG. 7 is a schematic view of the overall structure of the present invention;
FIG. 8 is a schematic diagram of the overall structure of the present invention II;
FIG. 9 is a schematic view of a sinking platform according to the present invention;
FIG. 10 is a schematic diagram of a sinking platform according to the present invention;
fig. 11 is a schematic structural view of the extension platform of the present invention.
In the figure: a base rotary sphere 1; a ball groove seat 2; a rotary gear shaft base 3; manually adjusting the gear shaft 4; a locking socket 5; adjusting the gear shaft locking teeth 6; a lower screw bottom shaft 7; rotating the screw cylinder 8; an upper fixed shaft 9; a limit sliding seat 10; locking the center 11; a foot margin fixing base 12; a hinged pushing locking tooth holder 13; a threaded hinge seat 14; a hinged pushing rod 15; an upper stage 16; a limit chute 17; a sinking platform 18; a sinking platform screw shaft 19; an extension platform 20; the extended platform advances screw shaft 21.
Detailed Description
The invention is described in further detail below with reference to the accompanying drawings.
As shown in the embodiment shown here,
the machined parts are assembled in a factory, after the assembly is completed, all the adjustment is initial, the occupied space is reduced by folding, and meanwhile, the whole transportation is convenient; after the device is transported to a construction site, the upper layer platform of the device is adjusted by combining with the actual height, the device is locked and then fixed after reaching a designated position, the device needs to work between a first layer and a second layer, the sinking platform is sunk to the designated position through adjusting bolts, and then the extension platform is adjusted to construct the designated position through the extension platform; and then realize conveniently adjusting the height at the construction scene, also can be located the height between one deck and the two-layer and sink the regulation and extend the processing, guarantee the construction scope, promote the construction environment.
Further optimizing in connection with the above embodiments:
further working procedures according to an example of a modular building construction method shown in fig. 2, 3, 4 and 5 are:
the device is fixed on a construction site through the lower margin threaded holes on the lower margin fixing base 12, the upper layer platform 16 is extended or contracted through the adjustment of the adjusting support rods, the height of the upper layer is adjusted, the upper layer platform 16 is locked and fixed, the sinking platform 18 is adjusted, the middle end height is further quickly operated and built, the operation space is built through the extending platform 20 on the sinking platform 18, and the construction operation is conveniently and quickly carried out on the position environment of the high place.
Further optimizing in connection with the above embodiments:
further the regulation bracing piece includes base rotatory spheroid 1, ball groove seat 2, rotatory tooth axle base 3, manual regulation tooth axle 4 and lower screw rod lower shaft 7, and base rotatory spheroid 1 rotates in ball groove seat 2, and ball groove seat 2 rotates in lower margin unable adjustment base 12 through rotatory tooth axle base 3, and the side of base rotatory spheroid 1 is fixed with the manual regulation tooth axle 4 that is used for adjusting inclination, is fixed with on the base rotatory spheroid 1 and is used for supporting the lower screw rod lower shaft 7 of connecting upper strata platform 16.
The working procedure of this part according to an example of a modular building construction method shown in fig. 2, 3, 4 and 5 is:
through the rotation of the base rotary sphere 1 on the adjusting support rod in the ball groove seat 2, and then conveniently adjust the multi-angle, adjust the inclination of base rotary sphere 1 through the rotation of rotatory manual regulation tooth axle 4, and then drive down the position of screw rod lower extreme shaft 7 and incline, rotate on lower margin unable adjustment base 12 through rotatory tooth axle base 3, drive ball groove seat 2 and base rotary sphere 1 rotation through rotatory tooth axle base 3, and then drive down screw rod lower extreme shaft 7 rotation, adjust the lift of fixed axle 9 and spacing sliding seat 10 through the screw thread cooperation of lower screw rod lower extreme shaft 7 and rotary thread section of thick bamboo 8, and then adjust the lift of upper platform 16 height.
Further optimizing in connection with the above embodiments:
further working procedures according to an example of a modular building construction method shown in fig. 2, 3, 4 and 5 are:
the inclined lower screw bottom shaft 7 drives the rotary threaded cylinder 8, the upper fixed shaft 9 and the limiting sliding seat 10 to incline on the upper-layer platform 16, and the support effect is ensured stably through the plurality of arranged lower screw bottom shafts 7, so that the inclined support effect of the lower screw bottom shaft 7 at the leftmost end or the rightmost end is better, and the support on the upper-layer platform 16 is the most stable; meanwhile, the upper platform 16 is adjusted to rise and fall on the lower screw bottom shaft 7 by rotating the rotary gear shaft base 3, and the locking center 11 is used for propping up and stopping after the fixed height is determined.
Further optimizing in connection with the above embodiments:
further, a locking socket 5 for rotating and locking the manual adjusting gear shaft 4 is fixed on the outer wall of the ball groove seat 2, and the adjusting gear shaft locking teeth 6 are inserted into the locking socket 5 in a threaded fit manner to be meshed and locked with the manual adjusting gear shaft 4.
The working procedure of this part according to an example of a modular building construction method shown in fig. 4, 5, 6 and 7 is:
the adjusting bolt is rotated on the locking socket 5 to further adjust the insertion depth of the adjusting gear shaft locking tooth 6 in the locking socket 5, so that the adjusting gear shaft locking tooth 6 is meshed and locked with the manual adjusting gear shaft 4, and the base rotary sphere 1 and the manual adjusting gear shaft 4 are locked and fixed.
Further optimizing in connection with the above embodiments:
further the rotatory tooth axle base 3 rotates in lower margin unable adjustment base 12, adds articulated propulsion locking toothholder 13 through spacing slider slip on the lower margin unable adjustment base 12 and rotatory tooth axle base 3 looks meshing locking rotatory tooth axle base 3, and propulsion locking toothholder 13 articulated rod articulates through screw articulated seat 14, and screw articulated seat 14 passes through screw-thread fit connection at propulsion screw shaft 15, and propulsion screw shaft 15 rotates on lower margin unable adjustment base 12.
The working procedure of this part according to an example of a modular building construction method shown in fig. 4, 5, 6 and 7 is:
through the rotatory screw shaft 15 that advances at lower margin unable adjustment base 12, advance screw shaft 15 through screw-thread fit drive screw hinge seat 14 downward displacement, and then advance the propulsion locking toothholder 13 of both sides through the hinge rod and mesh locking to rotatory tooth axle base 3, and then with rotatory locking of rotatory tooth axle base 3, the high lift locking of upper platform 16 is fixed.
Further optimizing in connection with the above embodiments:
the further limiting sliding seat 10 is limited and slides in the limiting sliding groove 17 through a limiting sliding block; the limit chute 17 is provided at the lower end of the upper stage 16.
The working procedure of this part according to an example of a modular building construction method shown in fig. 7, 8, 9 and 10 is:
through spacing gliding spacing sliding seat 10 on spacing spout 17, and then through the slip slope of lower screw rod lower shaft 7, play holistic steady support's effect, avoid appearing perpendicular use, prevent to skid.
Further optimizing in connection with the above embodiments:
further, a sinking platform screw shaft 19 for adjusting the longitudinal displacement of the sinking platform 18 is rotatably provided at the upper end of the upper platform 16, an extension platform 20 is slidably provided on the sinking platform 18, and the extension platform 20 is slidably disposed in the sinking platform 18 in a threaded fit manner by means of an extension platform pushing screw shaft 21.
The working procedure of this part according to an example of a modular building construction method shown in fig. 7, 8, 9 and 10 is:
the sinking platform 18 is adjusted by rotating the upper platform 16, the height of the position inconvenient to construct at the middle and high positions of the sinking platform 18 is adjusted in a matching way, the screw shaft 21 is pushed by the rotating extending platform on the sinking platform 18 to enable the extending platform 20 to extend outwards, and an extending temporary platform is built for construction and is used for use and processing of a construction site.
Further optimizing in connection with the above embodiments:
further, symmetrical grooves are formed in the ball groove seat 2. The inner wall of the limit chute 17 is fixed with a limit stop for protecting the limit sliding seat 10.
The working procedure of this part according to an example of a modular building construction method shown in fig. 7, 8, 9 and 10 is:
through being provided with symmetrical fluting on the ball groove seat 2, conveniently fixed the lower screw rod underframe 7 of slope, stably prevent under the prerequisite of locking that the skew skidded. Through the limit stop in the limit chute 17, the limit sliding seat 10 is prevented from being separated from the upper-layer platform 16 and the limit chute 17, and the support is convenient.
The fixed connection in the device can be fixed by means of welding, inserting block combination and fixation, casting integral forming fixation, screw fixation and the like, and the adapting selection is carried out by combining the mounting and dismounting modes; the rotation connection means that the bearing is baked on the shaft, a spring retainer ring groove or an inter-shaft baffle is arranged on the shaft or the shaft hole, the axial fixation of the bearing is realized by clamping the spring retainer ring in the spring retainer ring groove or the inter-shaft baffle, and the rotation is realized by the relative sliding of the bearing; the limiting sliding is a sliding mode of limiting a sliding track, a sliding direction and a position by means of joint matching sliding of a sliding block with a ball or a bearing for reducing resistance and a sliding groove and limiting the position by means of limiting; and different connection modes are used for further differentiated use according to different use environments.
Claims (9)
1. A modularized building construction method is characterized in that: the method comprises the following steps:
step one, assembling and connecting a machined base and a platform in a factory; applying all adjustable heights and angles to a minimum initial value;
step two, conveying the device to a construction site, and combining with an actual demand height adjusting device;
thirdly, locking and fixing the base after the height of the extension platform reaches a designated position by adjusting the height of the extension platform;
step four, locking after determining the height of the platform, and then actually applying the platform to the position of a layer of half to descend the applied platform;
step five, operating the extension distance of the extension plate on the applied platform, and constructing the height of the appointed site on the extension plate; after the use is completed, all the adjustable positions are reduced, so that the occupied space is reduced;
the modularized building comprises a foundation fixing base (12), adjusting support rods, an upper layer platform (16), a sinking platform (18) and an extending platform (20), wherein the foundation fixing base (12) is fixedly supported through foundation bolts, a plurality of adjusting support rods are fixedly locked on the foundation fixing base (12), the upper layer platform (16) with the working height is hinged and lifted on the adjusting support rods, and lifting of the sinking platform (18) is controlled by the upper layer platform (16) through bolts for construction between one layer and two layers; the extension of the extension platform (20) is controlled by bolts in the sinking platform (18).
2. The modular building construction method according to claim 1, wherein the adjusting support bar comprises a base rotary sphere (1), a ball socket (2), a rotary gear shaft base (3), a manual adjusting gear shaft (4) and a lower screw shaft (7), the base rotary sphere (1) rotates in the ball socket (2), the ball socket (2) rotates in a foundation fixing base (12) through the rotary gear shaft base (3), the manual adjusting gear shaft (4) for adjusting the inclination angle is fixed at the side end of the base rotary sphere (1), the manual adjusting gear shaft (4) rotates in the ball socket (2), and the lower screw shaft (7) for supporting and connecting an upper platform (16) is fixed on the base rotary sphere (1).
3. The modularized building construction method according to claim 2, wherein the lower screw bottom shaft (7) is connected with the rotary threaded cylinder (8) through a threaded fit, the upper end of the rotary threaded cylinder (8) rotates in the upper fixed shaft (9), and the upper fixed shaft (9) is hinged with the limit sliding seat (10).
4. The modularized building construction method according to claim 2, wherein a locking socket (5) for rotationally locking the manual adjusting gear shaft (4) is fixed on the outer wall of the ball groove seat (2), and the adjusting gear shaft locking gear (6) is inserted into the locking socket (5) in a threaded fit manner to be meshed and locked with the manual adjusting gear shaft (4).
5. The modularized building construction method according to claim 2, wherein the rotary gear shaft base (3) rotates in the foundation fixing base (12), the hinged pushing locking gear seat (13) is added on the foundation fixing base (12) through the sliding of the limit sliding block, the rotary gear shaft base (3) is meshed with the rotary gear shaft base (3) to be locked, the hinged rod of the pushing locking gear seat (13) is hinged on the hinged seat (14) through threads, the hinged seat (14) is connected to the hinged pushing rod (15) through threads in a matched mode, and the hinged pushing rod (15) rotates on the foundation fixing base (12).
6. A modular construction method according to claim 3, wherein the limit sliding seat (10) is limited to slide in the limit sliding groove (17) through a limit sliding block; the limiting chute (17) is arranged at the lower end of the upper-layer platform (16).
7. A modular construction method according to claim 6, wherein the upper end of the upper deck (16) is rotatably provided with a sinking deck screw shaft (19) for adjusting the longitudinal displacement of the sinking deck (18), the sinking deck (18) is slidably provided with an extension deck (20), and the extension deck (20) is slidably mounted in the sinking deck (18) by means of a screw-fit of an extension deck push screw shaft (21).
8. A modular construction method according to claim 6, wherein the ball socket (2) is provided with symmetrical grooves.
9. A modular construction method according to claim 6, wherein the limit stop is fixed to the inner wall of the limit chute (17) for protecting the limit slide (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210931733.1A CN115162687B (en) | 2022-08-04 | 2022-08-04 | Modularized building and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210931733.1A CN115162687B (en) | 2022-08-04 | 2022-08-04 | Modularized building and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115162687A CN115162687A (en) | 2022-10-11 |
| CN115162687B true CN115162687B (en) | 2023-11-21 |
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ID=83476937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210931733.1A Active CN115162687B (en) | 2022-08-04 | 2022-08-04 | Modularized building and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115162687B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110984550A (en) * | 2019-12-28 | 2020-04-10 | 黄珍珍 | Platform supporting device for building construction |
| CN211647203U (en) * | 2019-12-16 | 2020-10-09 | 中交一公局集团有限公司 | Scaffold for building construction |
| CN112431393A (en) * | 2020-11-24 | 2021-03-02 | 北京无线电测量研究所 | Portable foldable lifting platform |
| CN213268815U (en) * | 2020-07-16 | 2021-05-25 | 中建八局第一建设有限公司 | Scaffold for building construction |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2013003587A2 (en) * | 2011-06-29 | 2013-01-03 | Reechcraft, Inc. | Portable modular lift system |
-
2022
- 2022-08-04 CN CN202210931733.1A patent/CN115162687B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN211647203U (en) * | 2019-12-16 | 2020-10-09 | 中交一公局集团有限公司 | Scaffold for building construction |
| CN110984550A (en) * | 2019-12-28 | 2020-04-10 | 黄珍珍 | Platform supporting device for building construction |
| CN213268815U (en) * | 2020-07-16 | 2021-05-25 | 中建八局第一建设有限公司 | Scaffold for building construction |
| CN112431393A (en) * | 2020-11-24 | 2021-03-02 | 北京无线电测量研究所 | Portable foldable lifting platform |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115162687A (en) | 2022-10-11 |
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Effective date of registration: 20231025 Address after: 014000 No. 121 Fuqiang Road, Qingshan District, Baotou City, Inner Mongolia Autonomous Region Applicant after: Inner Mongolia Baotou Industrial Group Co.,Ltd. Address before: No. 122, Jingba Road, Shizhong District, Jinan City, Shandong Province, 250002 Applicant before: Liu Jing |
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