CN109025235B - Shaft operation platform and template integrated construction system and construction method using same - Google Patents
Shaft operation platform and template integrated construction system and construction method using same Download PDFInfo
- Publication number
- CN109025235B CN109025235B CN201810921708.9A CN201810921708A CN109025235B CN 109025235 B CN109025235 B CN 109025235B CN 201810921708 A CN201810921708 A CN 201810921708A CN 109025235 B CN109025235 B CN 109025235B
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- shaft
- operation platform
- platform
- steel frame
- shaft operation
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- 238000010276 construction Methods 0.000 title claims abstract description 63
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 82
- 239000010959 steel Substances 0.000 claims abstract description 82
- 239000011120 plywood Substances 0.000 claims abstract description 52
- 238000000034 method Methods 0.000 claims abstract description 6
- 238000009415 formwork Methods 0.000 claims description 54
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000012634 fragment Substances 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 241000357293 Leptobrama muelleri Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000006467 substitution reaction 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
-
- 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
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- 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
- E04G5/08—Scaffold boards or planks
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Abstract
The shaft operation platform and template integrated construction system comprises a shaft operation platform and a vertical steel frame plywood template system fixed on the periphery of the shaft operation platform, wherein at least four wheel clamps are uniformly arranged at the bottom of the shaft operation platform, each wheel clamp comprises a roller arranged towards the outer side of the shaft operation platform and a roller rotating connecting piece for fixing the roller at the bottom of the shaft operation platform, the bottom of the vertical steel frame plywood template system is fixed with a connecting piece flange plate arranged at the periphery edge part of the shaft operation through a clamp piece, bolt groove templates corresponding to the positions of reserved grooves one by one are arranged on the vertical steel frame plywood template system, and the shapes of the bolt groove templates are matched with the shapes of the reserved grooves. The application can meet the safety requirement of construction, reduce the risk of the edge operation of workers, and simultaneously can be integrally lifted in place, the whole vertical construction process does not need repeated disassembly and assembly, and the application provides convenience for the construction of the workers. The shaft operation platform is convenient to process, convenient and quick to install and detach, convenient to transport on floors and low in cost.
Description
Technical Field
The application belongs to the field of shaft construction, and particularly relates to a shaft operation platform and template integrated construction system and a construction method using the same.
Background
At present, when an elevator shaft is constructed, a steel shaft operating platform and a steel pipe scaffold shaft operating platform are adopted. When the traditional steel shaft operation platform is constructed, I-shaped steel holes are reserved on the side wall of each layer of shaft, so that the workload of blocking the holes of the wall body subsequently is increased; when the traditional steel pipe shaft operating platform is constructed, the scaffold is large in construction workload and high in construction cost.
Disclosure of Invention
The application aims to provide a shaft operation platform and template integrated construction system and a construction method using the same, which aims to solve the technical problems of complex construction and high construction cost in the prior art; the problems of low construction efficiency and long construction period in the prior art are solved.
In order to achieve the above purpose, the application adopts the following technical scheme:
a shaft operation platform and template integrated construction system is characterized in that: the vertical steel frame plywood formwork system comprises a shaft operation platform and vertical steel frame plywood formwork systems fixed on the periphery of the shaft operation platform, wherein at least four wheel clamps are uniformly arranged at the bottom of the shaft operation platform, each wheel clamp comprises a roller arranged towards the outer side of the shaft operation platform and a roller rotating connector used for fixing the corresponding roller at the bottom of the operation platform, the corresponding roller is clamped in a reserved groove on the wall of the shaft, a notch of the reserved groove faces the shaft operation platform, the bottom surface is a plane, the top surface is an inclined surface inclined upwards towards the shaft operation platform, the roller rotating connector is fixed with a fixing piece at the bottom of the operation platform through a rotating shaft, and the roller can downwards rotate by 0-45 degrees around the rotating shaft through the roller rotating connector;
the vertical steel frame plywood template system bottom is fixed with the connecting piece flange plate of locating pit shaft operation border position all around through the clamp piece, and vertical steel frame plywood template system is formed by the concatenation of a plurality of steel frame plywood templates, be equipped with on the vertical steel frame plywood template system with the bolt recess template of reservation recess position one-to-one, bolt recess template shape suits with reservation recess shape, bolt recess template pass locate the reservation hole on the vertical steel frame plywood template system and fixed with vertical steel frame plywood template system through fixed subassembly, fixed subassembly is including the card outside reservation hole horizontal fixed fossil fragments and be used for adjusting bolt rotation axis of bolt recess template and vertical steel frame plywood template system relative distance, the bolt rotation axis passes the horizontal fixed fossil fragments perpendicularly to it is fixed with the horizontal fixed fossil fragments through mountain-shaped card.
Further preferably, the roller rotating connecting piece comprises two connecting plates which are identical in structure and are arranged in parallel, the roller is partially exposed, the roller is partially arranged between the end parts of the two connecting plates, a baffle is arranged at the bottom of the two connecting plates and under the roller, and the baffle enables the roller to roll upwards along the wall of the shaft.
Further, the shaft operation platform comprises a main platform keel, a secondary platform keel and a platform panel which are sequentially arranged from bottom to top.
Further, the platform main joist comprises channel steel which is longitudinally and uniformly arranged at intervals, the platform secondary joist comprises square steel which is transversely and uniformly arranged at intervals, and the platform panel is formed by paving pattern steel plates on the square steel.
Further, a hanging ring for lifting the shaft operation platform is arranged on the platform main keel.
Further, the mounting is the channel-section steel that the side direction set up, and flange plate and platform main joist bolt fastening on the channel-section steel, gyro wheel swivelling joint spare passes through the rotation axis and is fixed with the channel-section steel back of body is stupefied.
Further, the cross section of the connecting piece is L-shaped, one side flange plate is fixed with the shaft operation platform, and the other side flange plate is fixed with the bottom end of the vertical steel frame plywood template system through a clamp piece; the clamp piece comprises a clamping groove and a screwing end for screwing the clamping groove.
Further, the steel frame plywood template around the reserved hole opening is provided with a reinforcing keel.
Further, scaffold is set up on the pit shaft operation platform, and when pit shaft layer height was 3m, the operation frame was 1.8m higher than this layer structure, and the scaffold board was fully spread on the operation frame.
The construction method by using the shaft operation platform and the template integrated construction system is characterized by comprising the following steps:
step one, construction of a shaft of the layer: lifting a shaft operation platform and a vertical steel frame plywood formwork system into position, pouring concrete after unscrewing a bolt groove formwork on the vertical steel frame plywood formwork system, screwing in the bolt groove formwork after the concrete is condensed, forming a reserved groove on the wall of a shaft, lifting the shaft operation platform and the vertical steel frame plywood formwork system to the next construction position, rolling a roller upwards along the wall of the shaft until the roller is clamped in the reserved groove, pouring concrete after unscrewing the bolt groove formwork, screwing in the bolt groove formwork after the concrete is condensed, forming the reserved groove on the wall of the shaft, and repeating the steps until the construction of the shaft of the layer is completed;
step two, switching a shaft operation platform and a template integrated construction system: dismantling the vertical steel frame plywood template system, and converting the shaft operation platform and the vertical steel frame plywood template system to an upper shaft through a tower crane;
step three, constructing an upper layer shaft: binding upper layer shaft wall steel bars after the construction of the upper layer floor is finished, constructing the upper layer shaft according to the first step until the construction of the upper layer shaft is finished, and repeating the first to third steps until the construction of the shaft is finished, so that the construction of the shaft is finished by using the shaft operation platform and template integrated construction system.
Compared with the prior art, the application has the following characteristics and beneficial effects:
the steel frame plywood formwork is provided with the bolt groove formwork, so that the reserved groove of the clamping roller is formed on the wall of the shaft, the reserved groove does not penetrate through the wall of the shaft, the trouble of blocking the hole of the wall is avoided, and the construction method uses simple components with smaller specification and number on the premise of not influencing the construction of workers.
The application can meet the safety requirement of construction, reduce the risk of the edge operation of workers, and simultaneously can be integrally lifted in place, the whole vertical construction process does not need repeated disassembly and assembly, and the application provides convenience for the construction of the workers. The shaft operation platform is convenient to process, convenient and quick to install and detach, convenient to transport on floors and low in cost.
The application has the characteristics of safety, applicability and the like, has good popularization and practical value, and can generate good economic benefit after wide popularization and application.
Drawings
FIG. 1 is a schematic diagram of the positional relationship between a wellbore operation platform and a roller according to the present application;
FIG. 2 is a cross-sectional view of the portion of FIG. 1 A-A;
FIG. 3 is an enlarged schematic view of the portion of FIG. 2C;
FIG. 4 is a schematic diagram of a connection structure of a roller and a roller rotating connection member according to the present application;
FIG. 5 is a schematic view of a connection structure of a baffle plate and a connection plate according to the present application;
FIG. 6 is a schematic view showing a roller in a raised state according to the present application;
FIG. 7 is a schematic diagram of the positional relationship between a pin and groove form and a steel framed plywood form in accordance with the present application;
FIG. 8 is a schematic view of the connection structure of the horizontal fixed keel and bolt rotation shaft and pin and groove templates according to the present application;
fig. 9 is a cross-sectional view of the portion of fig. 8B-B.
Reference numerals: 1-a roller; 2-reserving grooves; 3-a roller rotational connection; 31-connecting plates; 32-baffle plates; 4-rotating shaft; 5-a clamping piece; 51-clamping grooves; 52-screwing ends; 6-steel frame plywood templates; 7-a latch groove template; 8-horizontally fixing keels; 9-a bolt rotation shaft; 10-a main keel of the platform; 11-a platform secondary keel; 12-a platform panel; 13-a fixing piece; 14-wellbore wall; 15-hanging rings; 16-a connector; 17-reinforcing keels; 18-mountain card.
Detailed Description
The present application will be further described below in order to make the technical means, innovative features, achieved objects and effects achieved by the present application easy to understand.
The examples described herein are specific embodiments of the present application, which are intended to illustrate the inventive concept, are intended to be illustrative and exemplary, and should not be construed as limiting the application to the embodiments and scope of the application. In addition to the embodiments described herein, those skilled in the art can adopt other obvious solutions based on the disclosure of the claims and specification, including those adopting any obvious substitutions and modifications to the embodiments described herein.
The shaft operation platform comprises a shaft operation platform and a vertical steel frame plywood formwork system fixed around the shaft operation platform, as shown in figures 1 and 2, the shaft operation platform comprises a main platform keel 10, a secondary platform keel 11 and a platform panel 12 which are sequentially arranged from bottom to top, the main platform keel 10 comprises channel steel which is longitudinally and uniformly arranged at intervals, the secondary platform keel 11 comprises square steel which is transversely and uniformly arranged at intervals, the square steel is 20 multiplied by 40 multiplied by 1.5mm in size, the platform panel 12 is formed by paving pattern steel plates on the square steel, the main platform keel 10 is provided with a lifting ring 15 for lifting the shaft operation platform, the lifting ring 15 is made of 10mm thick steel plates, the bottom of the shaft operation platform is uniformly provided with at least four wheel clamps, as shown in figure 4, each wheel clamp comprises a roller 1 which is arranged towards the outer side of the shaft operation platform and a roller rotary connecting piece 3 for fixing the roller 1 at the bottom of the operation platform, the roller 1 is an A80 pulley, the roller 1 is clamped in a reserved groove 2 of a shaft wall 14, the notch of the reserved groove 2 faces the shaft operation platform, the bottom surface is a plane, the top surface is an inclined surface which is inclined upwards towards the shaft operation platform, the roller rotating connecting piece 3 is fixed with a fixing piece 13 at the bottom of the operation platform through a rotating shaft 4, the fixing piece 13 is a channel steel which is arranged laterally, a flange plate on the channel steel is fixed with a main keel 10 of the platform through bolts, the roller rotating connecting piece 3 is fixed with a back edge of the channel steel through the rotating shaft 4, the rotating shaft 4 is an M20 high-strength bolt rotating shaft, the roller 1 can rotate downwards by 0-45 degrees around the rotating shaft 4 through the roller rotating connecting piece 3, as shown in figure 5, the roller rotating connecting piece 3 comprises two connecting plates 31 which are identical in structure and are arranged in parallel, part of the roller 1 is exposed, part of the roller 1 is arranged between the end parts of the two connecting plates, a baffle 32 is arranged at the bottom of the two connecting plates and right below the roller 1, and the baffle 32 enables the roller to roll upwards only along the shaft wall 14;
the bottom of the vertical steel frame plywood formwork system is fixed with a connecting piece 16 flange plate arranged at the peripheral edge part of the shaft operation through a clamp piece 5, as shown in fig. 3, the section of the connecting piece 16 is L-shaped, one side flange plate is fixed with a shaft operation platform, and the other side flange plate is fixed with the bottom end of the vertical steel frame plywood formwork system through the clamp piece 5; the clamp piece 5 comprises a clamping hoop groove 51 and a screwing end 52 for screwing the clamping hoop groove 51, the vertical steel frame plywood formwork system is formed by splicing a plurality of steel frame plywood formworks 6, as shown in fig. 7, bolt groove formworks 7 corresponding to the positions of the reserved grooves 2 one by one are arranged on the vertical steel frame plywood formwork system, the shapes of the bolt groove formworks 7 are matched with the shapes of the reserved grooves 2, the bolt groove formworks 7 penetrate through reserved holes in the vertical steel frame plywood formwork system and are fixed with the vertical steel frame plywood formwork system through fixing components, as shown in fig. 8, reinforcing keels 17 are arranged on the steel frame plywood formworks 6 around the openings of the reserved holes, the fixing components comprise horizontal fixing keels 8 clamped outside the reserved holes and bolt rotating shafts 9 for adjusting the relative distance between the bolt groove formworks 7 and the vertical steel frame plywood formwork system, as shown in fig. 9, the bolt rotating shafts 9 vertically penetrate through the horizontal fixing keels 8, the bolt rotating shafts 9 are M16 bolt rotating shafts and are fixed with the horizontal fixing keels 8 through mountain-shaped clamps 18, and the ends of the bolt groove formworks 7 are fixed.
Scaffold is set up on the shaft operation platform, when the shaft layer is 3m high, the operation frame is 1.8m higher than the layer structure, and scaffold boards are fully paved on the operation frame.
The method for constructing the shaft by utilizing the shaft operation platform and the template integrated construction system is characterized by comprising the following steps of:
step one, construction of a shaft of the layer: lifting a shaft operation platform and a vertical steel frame plywood formwork system into position, screwing out a bolt groove formwork 7 on the vertical steel frame plywood formwork system, pouring concrete, screwing in the bolt groove formwork 7 after the concrete is condensed, forming a reserved groove 2 on a shaft wall 14, lifting the shaft operation platform and the vertical steel frame plywood formwork system to the next construction position, as shown in fig. 6, rolling a roller 1 upwards along the shaft wall 14 until the roller 1 is clamped in the reserved groove 2, enabling the roller end of a roller rotary connecting piece 3 to be lighter and heavier than the fixed end of the shaft operation platform, clamping the roller 1 in the reserved groove 2 by the downward gravity of the shaft operation platform, and pouring concrete after screwing out the bolt groove formwork 7, screwing in the bolt groove formwork 7 after the concrete is condensed, forming the reserved groove 2 on the shaft wall 14, and repeating the steps until the shaft construction of the layer is completed;
step two, switching a shaft operation platform and a template integrated construction system: dismantling the vertical steel frame plywood template system, and converting the shaft operation platform and the vertical steel frame plywood template system to an upper shaft through a tower crane;
step three, constructing an upper layer shaft: binding upper layer shaft wall steel bars after the construction of the upper layer floor is finished, constructing the upper layer shaft according to the first step until the construction of the upper layer shaft is finished, and repeating the first to third steps until the construction of the shaft is finished, so that the construction of the shaft is finished by using the shaft operation platform and template integrated construction system.
The foregoing description of the preferred embodiments of the application is not intended to limit the application to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and scope of the application are intended to be included within the scope of the application.
Claims (8)
1. A shaft operation platform and template integrated construction system is characterized in that: the vertical steel frame plywood formwork system comprises a shaft operation platform and a vertical steel frame plywood formwork system fixed on the periphery of the shaft operation platform, wherein at least four wheel clamps are uniformly arranged at the bottom of the shaft operation platform, each wheel clamp comprises a roller (1) arranged towards the outer side of the shaft operation platform and a roller rotating connecting piece (3) used for fixing the roller (1) at the bottom of the shaft operation platform, the roller (1) is clamped in a reserved groove (2) of a shaft wall (14), a notch of the reserved groove (2) faces the shaft operation platform, the bottom surface is a plane, the top surface is an inclined surface inclined upwards towards the shaft operation platform, the roller rotating connecting pieces (3) are fixed with a fixing piece (13) at the bottom of the shaft operation platform through a rotating shaft (4), and the roller (1) can downwards rotate by 0-45 degrees around the rotating shaft (4) through the roller rotating connecting pieces (3).
The vertical steel frame plywood formwork system is formed by splicing a plurality of steel frame plywood formworks (6) through clamp pieces (5) and connecting pieces (16) arranged at the periphery edge parts of shaft operation, bolt groove formworks (7) corresponding to the positions of the reserved grooves (2) one by one are arranged on the vertical steel frame plywood formwork system, the shape of each bolt groove formwork (7) is matched with that of the reserved groove (2), each bolt groove formwork (7) penetrates through a reserved hole arranged on the vertical steel frame plywood formwork system and is fixed with the vertical steel frame plywood formwork system through a fixing assembly, each fixing assembly comprises a horizontal fixing keel (8) clamped outside the reserved hole and a bolt rotating shaft (9) used for adjusting the relative distance between each bolt groove formwork (7) and the vertical steel frame plywood formwork system, each bolt rotating shaft (9) vertically penetrates through the corresponding horizontal fixing keel (8) and is fixed with the corresponding horizontal fixing keel (8) through a mountain-shaped clamp (18), and the end of each bolt groove formwork (7) is fixed;
the roller rotating connecting piece (3) comprises two connecting plates (31) which are identical in structure and are arranged in parallel, the rollers (1) are partially exposed and partially arranged between the end parts of the two connecting plates, a baffle (32) is arranged at the bottom of the two connecting plates and under the rollers (1), and the baffle (32) enables the rollers to roll upwards only along the shaft wall (14);
the shaft operation platform comprises a main platform keel (10), a secondary platform keel (11) and a platform panel (12) which are sequentially arranged from bottom to top.
2. The wellbore operations platform and template integrated construction system of claim 1, wherein: the main platform keel (10) comprises channel steel which is longitudinally and uniformly arranged at intervals, the secondary platform keel (11) comprises square steel which is transversely and uniformly arranged at intervals, and the platform panel (12) is formed by paving pattern steel plates on the square steel.
3. The wellbore operations platform and template integrated construction system of claim 1, wherein: and a lifting ring (15) for lifting the shaft operation platform is arranged on the platform main keel (10).
4. The wellbore operations platform and template integrated construction system of claim 2, wherein: the fixing piece (13) is a channel steel arranged laterally, a flange plate on the channel steel is fixed with a main keel (10) of the platform through bolts, and the roller rotating connecting piece (3) is fixed with a back edge of the channel steel through a rotating shaft (4).
5. The wellbore operations platform and template integrated construction system of claim 1, wherein: the section of the connecting piece (16) is L-shaped, one side flange plate is fixed with the shaft operation platform, and the other side flange plate is fixed with the bottom end of the vertical steel frame plywood template system through the clamp piece (5); the clamping piece (5) comprises a clamping groove (51) and a screwing end (52) for screwing the clamping groove (51).
6. The wellbore operations platform and template integrated construction system of claim 1, wherein: the steel frame plywood formwork (6) around the reserved hole opening is provided with reinforcing keels (17).
7. The wellbore operations platform and template integrated construction system of claim 1, wherein: scaffold is set up on the pit shaft operation platform, and when pit shaft layer height was 3m, the scaffold was 1.8m higher than this layer structure, was fully spread the scaffold board on the operation frame.
8. A method of construction using a wellbore operations platform and template integrated construction system according to claim 1, comprising the steps of:
step one, construction of a shaft of the layer: lifting a shaft operation platform and a vertical steel frame plywood formwork system into position, pouring concrete after unscrewing a bolt groove formwork (7) on the vertical steel frame plywood formwork system, screwing in the bolt groove formwork (7) after the concrete is condensed, forming a reserved groove (2) on a shaft wall (14), lifting the shaft operation platform and the vertical steel frame plywood formwork system to the next construction position, rolling a roller (1) upwards along the shaft wall (14) until the roller (1) is clamped in the reserved groove (2), pouring concrete after unscrewing the bolt groove formwork (7), screwing in the bolt groove formwork (7) after the concrete is condensed, forming the reserved groove (2) on the shaft wall (14), and repeating the steps until the construction of the shaft of the layer is completed;
step two, switching a shaft operation platform and a template integrated construction system: dismantling the vertical steel frame plywood template system, and converting the shaft operation platform and the vertical steel frame plywood template system to an upper shaft through a tower crane;
step three, constructing an upper layer shaft: binding upper layer shaft wall steel bars after the construction of the upper layer floor is finished, constructing the upper layer shaft according to the first step until the construction of the upper layer shaft is finished, repeating the first to third steps until the construction of the shaft is finished, and constructing the shaft by using the shaft operation platform and template integrated construction system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810921708.9A CN109025235B (en) | 2018-08-14 | 2018-08-14 | Shaft operation platform and template integrated construction system and construction method using same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810921708.9A CN109025235B (en) | 2018-08-14 | 2018-08-14 | Shaft operation platform and template integrated construction system and construction method using same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109025235A CN109025235A (en) | 2018-12-18 |
| CN109025235B true CN109025235B (en) | 2023-10-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810921708.9A Active CN109025235B (en) | 2018-08-14 | 2018-08-14 | Shaft operation platform and template integrated construction system and construction method using same |
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| CN (1) | CN109025235B (en) |
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| CN113914598A (en) * | 2021-11-08 | 2022-01-11 | 中国能源建设集团山西电力建设有限公司 | Liftable connection method of construction platform cantilever beam based on I-steel stand column |
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| CN103711490A (en) * | 2014-01-10 | 2014-04-09 | 李明 | Deviated well bore site cast concrete well wall self-moving type sliding mould |
| CN103806654A (en) * | 2012-11-06 | 2014-05-21 | 中国五冶集团有限公司 | Hydraulic support system for elevator shaft mold and operating method thereof |
| CN205314547U (en) * | 2015-11-30 | 2016-06-15 | 中建海峡建设发展有限公司 | It is electronic from climbing formula elevator shaft template |
| CN107543690A (en) * | 2017-09-09 | 2018-01-05 | 东北石油大学 | Suspension tubing string sine and Helical Buckling analogue experiment installation and experimental method in pit shaft |
| CN207228618U (en) * | 2017-09-18 | 2018-04-13 | 湖北仁泰恒昌科技发展有限公司 | Electrical lift shaft form |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BR7807476A (en) * | 1978-11-14 | 1980-05-13 | I Grazia | PLATFORM LIFTING APPLICATION IN METALLIC STRUCTURES, POCOS, TOWERS AND SIMILAR |
| CN209556323U (en) * | 2018-08-14 | 2019-10-29 | 中建一局集团建设发展有限公司 | A kind of wellbore operations platform and template integrated construction system |
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- 2018-08-14 CN CN201810921708.9A patent/CN109025235B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806654A (en) * | 2012-11-06 | 2014-05-21 | 中国五冶集团有限公司 | Hydraulic support system for elevator shaft mold and operating method thereof |
| CN103711490A (en) * | 2014-01-10 | 2014-04-09 | 李明 | Deviated well bore site cast concrete well wall self-moving type sliding mould |
| CN205314547U (en) * | 2015-11-30 | 2016-06-15 | 中建海峡建设发展有限公司 | It is electronic from climbing formula elevator shaft template |
| CN107543690A (en) * | 2017-09-09 | 2018-01-05 | 东北石油大学 | Suspension tubing string sine and Helical Buckling analogue experiment installation and experimental method in pit shaft |
| CN207228618U (en) * | 2017-09-18 | 2018-04-13 | 湖北仁泰恒昌科技发展有限公司 | Electrical lift shaft form |
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| CN109025235A (en) | 2018-12-18 |
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