CN115492387A - Creeping formwork integrated material hoisting system and construction method thereof - Google Patents
Creeping formwork integrated material hoisting system and construction method thereof Download PDFInfo
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- CN115492387A CN115492387A CN202211123612.0A CN202211123612A CN115492387A CN 115492387 A CN115492387 A CN 115492387A CN 202211123612 A CN202211123612 A CN 202211123612A CN 115492387 A CN115492387 A CN 115492387A
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- base
- winch
- creeping formwork
- wire rope
- pulley base
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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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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66D—CAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
- B66D1/00—Rope, cable, or chain winding mechanisms; Capstans
- B66D1/28—Other constructional details
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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
- 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
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
-
- 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
-
- 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
- E04G21/16—Tools or apparatus
-
- 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
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
Abstract
The invention discloses a creeping formwork integrated material hoisting system and a construction method thereof, and relates to the technical field of large material allocation and transportation and installation equipment for building construction. The invention has the beneficial effects that: the winch and the pulley direction conversion unit are arranged on the creeping formwork, so that the winch steel wire rope stretches into the bottom of the creeping formwork, hoisting construction of large materials is realized under the working condition of no tower crane, the construction material transportation construction of the horizontal structure inside the core barrel under the creeping formwork system is realized, and the construction speed of the horizontal structure inside the core barrel is greatly improved.
Description
Technical Field
The invention relates to the technical field of large-scale material allocation and transportation and installation equipment for building construction, in particular to a creeping formwork integrated material hoisting system and a construction method thereof.
Background
The structural form of the super high-rise building usually adopts a form of 'a core tube and an outer frame steel structure', and most of the super high-rise building utilize a creeping formwork or a construction platform system to construct a core tube shear wall structure in advance, and the horizontal structure of the core tube and the horizontal structure of the outer frame are constructed in a lagging mode.
In order to meet the requirement of quick construction of a super high-rise horizontal structure, the horizontal floor is usually designed into a combined floor, and the profiled steel plate and the section steel beam are used as a permanent template and a permanent support, so that the quick construction of the horizontal structure can be realized;
the method commonly adopted at present is to utilize a tower crane to hoist materials to an outer frame structure and then horizontally transport the materials to a horizontal structure operation surface for construction, and the mode is slow in material transport, so that the horizontal structure construction is relatively slow.
Disclosure of Invention
In order to achieve the above purpose, the invention provides a creeping formwork integrated material hoisting system and a construction method thereof.
The technical scheme includes that the device comprises a winch base, a winch, a steel wire rope and a direction conversion unit, wherein the direction conversion unit comprises a bottom pulley base, a bottom pulley, a top pulley base and a top pulley, the winch base is arranged on a hydraulic platform of a creeping formwork, the top pulley base is arranged on a main platform of the creeping formwork, the main platform is located on the upper layer of the hydraulic platform, and the steel wire rope on the winch penetrates into the lower portion of the creeping formwork through the direction conversion unit.
The winch base is arranged to be a square frame, the square frame is matched with the winch, and the winch is fixedly connected with the winch base through bolts.
The winch base is fixedly connected with the cross beam of the creeping formwork through a high-strength bolt.
And the bottom pulley base is arranged on a hydraulic platform on the same horizontal layer of the winch.
Hooks are fixedly arranged on the bottom pulley and the top pulley;
and a bottom hook suspension hole is fixedly formed in one side, close to the winch, of the middle part of the bottom pulley base, and the hook on the bottom pulley is connected with the bottom pulley base through the bottom hook suspension hole.
The main platform of the creeping formwork is provided with the top pulley base, and the top pulley base and the bottom pulley base are positioned in the same vertical direction.
And a top hook hanging hole is fixedly formed in the bottom of the middle of the top pulley base, and a hook on the top pulley is connected with the top pulley base through the top hook hanging hole.
A rectangular steel wire rope through hole is formed in a hydraulic platform of the creeping formwork, and a steel wire rope coming out of the winch penetrates into the lower portion of the creeping formwork through the steel wire rope through hole after passing through the bottom pulley and the top pulley in sequence.
The construction method based on the creeping formwork integrated material hoisting system comprises the following steps:
s1, local reinforcement of a creeping formwork and reservation of a reserved hole, namely a steel wire rope through hole are performed in advance in a creeping formwork design stage, and the steel wire rope enters the bottom of the creeping formwork through the reserved hole to realize hoisting operation of each inner cylinder steel beam of an upper section; determining the position of a winch, reinforcing the position of a truss at the lower part of the position of the winch, after the climbing formwork system is installed, installing a winch base at a reserved position of the winch, welding 12# H-shaped steel on the winch base to form a square frame, wherein the size of the square frame meets the requirement that the winch is arranged on the square frame;
the winch base is fixedly connected with a cross beam of the creeping formwork through a high-strength bolt, and meanwhile, welding reinforcement is assisted, so that the connection reliability is ensured;
s2, after the fixing of the winch base is finished, installing a winch at the upper part of the winch, wherein the type of the winch is determined according to the weight of materials to be hoisted at the later stage, and the winch is fixed on the winch base through bolts;
s3, arranging a bottom pulley base on a hydraulic platform on the same horizontal layer of the winch, arranging a top pulley base on a main platform which is the upper layer of the winch arrangement layer, cutting horizontal plates at corresponding positions of the hydraulic platform and the main platform before the bottom pulley base and the top pulley base are installed, ensuring that the bottom pulley base and the top pulley base can be directly placed on a cross beam of the creeping formwork, enabling the free ends at two sides to extend out of the cross beam for 10cm, and connecting the bottom pulley base and the top pulley base with the creeping formwork cross beam by adopting spot welding to ensure the stability of the pulley bases;
the bottom pulley base is made of 16# H-shaped steel, a bottom hook hanging hole is formed in the side portion of the flange plate of the bottom pulley base, a bottom pulley is installed in the middle position of the bottom pulley base after the bottom pulley base is installed and fixed, and the bottom pulley is hung on the bottom hook hanging hole through a hook of the bottom pulley to be fixed;
the steel wire rope extends out of the winch and then passes through the bottom pulley to realize the conversion of the steel wire rope from the horizontal direction to the vertical direction;
the top pulley base also adopts 16# H-shaped steel, and the arrangement position of the top pulley base and the arrangement position of the bottom pulley base are on the same straight line in the vertical direction;
the top pulley base is fixed on the upper layer of cross beam through welding;
s4, a top hook hanging hole is formed in the middle of the top pulley base, and after the top pulley base is installed, a top pulley is hung and fixed on the top pulley base, so that the direction of the steel wire rope in the vertical direction is converted from the inside of the creeping formwork to the lower portion of the creeping formwork vertically upwards;
s5, arranging a rectangular wire rope through hole of 5cm x 5cm on a hydraulic platform of the creeping formwork, wherein the wire rope can extend into the lower part of the creeping formwork through the wire rope through hole, so that the wire rope sequentially passes through a bottom pulley and a top pulley from a winch, and the direction conversion from the horizontal direction to the vertical downward direction is realized; after the steel wire rope enters the lower part of the creeping formwork, the hoisting construction of the material at the lower part can be carried out.
The technical scheme provided by the embodiment of the invention has the following beneficial effects: to current super high-rise core section of thick bamboo structure construction, because the creeping formwork system exists, the tower crane can't go deep into the creeping formwork system lower part and lead to the big problem of the horizontal structure material transportation degree of difficulty in the core section of thick bamboo, research and development a climbing formwork integrated form's core section of thick bamboo material hoist system, realized that hoist steel wire rope stretches into the bottom of creeping formwork through arranging hoist engine and pulley direction conversion unit on creeping formwork, and then realized under the tower-free condition of hanging, the hoist and mount construction of large-scale material, realize the inside horizontal structure construction material transportation construction of core section of thick bamboo under the creeping formwork system, through the implementation of this scheme, the construction speed of the horizontal structure in the improvement core section of thick bamboo that can be very big.
Drawings
Fig. 1 is a first overall structural diagram of an embodiment of the present invention.
Fig. 2 is a schematic overall structure diagram of the embodiment of the invention.
Fig. 3 is a partially enlarged view a of fig. 2.
Fig. 4 is a partially enlarged view B of fig. 2.
Fig. 5 is a schematic overall structure diagram of the third embodiment of the present invention.
Fig. 6 is a partial enlarged view of C of fig. 5.
Wherein the reference numbers are: 1. a winch base; 2. a hoist; 3. a bottom pulley base; 4. a bottom pulley; 5. a top pulley base; 6. a top pulley; 7. a wire rope; 8. the steel wire rope passes through the hole; 10. climbing a mold; 100. a hydraulic platform; 200. a main platform;
301. a bottom hook hanging hole; 501. the top hook hangs the hole.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. Of course, the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It should be noted that the embodiments and features of the embodiments of the present invention may be combined with each other without conflict.
In the description of the present invention, it is to be understood that the terms "central," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings, which are merely for convenience in describing the invention and to simplify the description, and are not intended to indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and are therefore not to be construed as limiting the invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the invention, the meaning of "a plurality" is two or more unless otherwise specified.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected" and "connected" are to be construed broadly, and may be, for example, a fixed connection, a detachable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the creation of the present invention can be understood by those of ordinary skill in the art through specific situations.
Example 1
Referring to fig. 1 to 6, the invention provides a creeping formwork integrated material hoisting system and a construction method thereof, and the creeping formwork integrated material hoisting system comprises a winch base 1, a winch 2, a steel wire rope 7 and a direction conversion unit, wherein the direction conversion unit comprises a bottom pulley base 3, a bottom pulley 4, a top pulley base 5 and a top pulley 6, the winch base 1 is arranged on a hydraulic platform 100 of a creeping formwork 10, the top pulley base 5 is arranged on a main platform 200 of the creeping formwork 10, the main platform 200 is arranged on the upper layer of the hydraulic platform 100, and the steel wire rope 7 on the winch 2 goes deep into the lower part of the creeping formwork 10 through the direction conversion unit.
The winch base 1 is arranged to be a square frame, the square frame is matched with the winch 2, and the winch 2 is fixedly connected with the winch base 1 through bolts.
The winch base 1 is fixedly connected with a cross beam of the creeping formwork 10 through a high-strength bolt.
The hydraulic platform 100 on the same horizontal level of the winch 2 is provided with a bottom pulley base 3.
Hooks are fixedly arranged on the bottom pulley 4 and the top pulley 6;
one side that the middle part of bottom pulley base 3 is close to hoist engine 2 is fixed to be provided with the bottom couple and hangs hole 301, and the couple on the bottom pulley 4 hangs hole 301 and is connected with bottom pulley base 3 through the bottom couple.
The main platform 200 of the climbing formwork 10 is provided with a top pulley base 5, and the top pulley base 5 and the bottom pulley base 3 are located in the same vertical direction.
The bottom in the middle of top pulley base 5 is fixedly provided with top couple and hangs hole 501, and the couple on the top pulley 6 hangs the hole 501 and is connected with top pulley base 5 through the top couple.
A rectangular steel wire rope through hole 8 is formed in a hydraulic platform 100 of the creeping formwork 10, and a steel wire rope 7 coming out of the winch 2 sequentially passes through the bottom pulley 4 and the top pulley 6 and then penetrates into the lower portion of the creeping formwork 10 through the steel wire rope through hole 8.
The construction method based on the creeping formwork integrated material hoisting system comprises the following steps:
s1, local reinforcement of the creeping formwork and reservation of reserved holes, namely steel wire rope through holes 8 are performed in advance in the design stage of the creeping formwork 10, and the steel wire rope 7 enters the bottom of the creeping formwork 10 through the reserved holes to realize hoisting operation of each inner cylinder steel beam in an upper subsection; determining the position of a winch 2, reinforcing the truss position at the lower part of the position of the winch 2, after the climbing formwork 10 system is installed, installing a winch base 1 at the reserved position of the winch 2, welding the winch base 1 by adopting 12# H-shaped steel to form a square frame, wherein the size of the square frame meets the requirement that the winch 2 is arranged on the square frame properly;
the winch base 1 is fixedly connected with a cross beam of the creeping formwork 10 through a high-strength bolt, and meanwhile, welding reinforcement is assisted, so that the connection reliability is guaranteed;
s2, after the winch base 1 is fixed, the winch 2 is installed at the upper part of the winch base 1, the type of the winch 2 is determined according to the weight of materials needing to be hoisted in the later period, and the winch 2 is fixed on the winch base 1 through bolts;
s3, arranging a bottom pulley base 3 on the hydraulic platform 100 on the same horizontal layer of the winch 2, arranging a top pulley base 5 on the main platform 200 which is the upper layer of the arrangement layer of the winch 2, cutting horizontal plates at corresponding positions of the hydraulic platform 100 and the main platform 200 before the bottom pulley base 3 and the top pulley base 5 are installed, ensuring that the bottom pulley base 3 and the top pulley base 5 can be directly placed on a cross beam of a climbing formwork, enabling the length of the cross beam extending out of free ends on two sides to be 10cm, and connecting the bottom pulley base 3, the top pulley base 5 and the cross beam of the climbing formwork 10 through spot welding to ensure the stability of the pulley bases;
the bottom pulley base 3 is made of 16# H-shaped steel, a bottom hook hanging hole 301 is formed in the side portion of the flange plate of the bottom pulley base 3, a bottom pulley 4 is installed in the middle position of the bottom pulley base 3 after the bottom pulley base 3 is installed and fixed, and the bottom pulley 4 is hung on the bottom hook hanging hole 301 through a hook of the bottom pulley 4 to be fixed;
the steel wire rope 7 extends out of the winch 2 and then passes through the bottom pulley 4 to realize the conversion of the steel wire rope 7 from the horizontal direction to the vertical direction;
the top pulley base 5 also adopts 16# H-shaped steel, and the arrangement position of the top pulley base and the bottom pulley base 3 are positioned on the same straight line in the vertical direction;
the top pulley base 5 is fixed on the upper layer of cross beam through welding;
s4, a top hook hanging hole 501 is formed in the middle of the top pulley base 5, and after the top pulley base 5 is installed, a top pulley 6 is hung and fixed on the top pulley base, so that the direction of the steel wire rope 7 in the vertical direction from the inside of the creeping formwork 10 to the lower portion of the creeping formwork 10 is changed;
s5, arranging a rectangular 5cm x 5cm steel wire rope through hole 8 in the hydraulic platform 100 of the creeping formwork 10, wherein the steel wire rope 7 can extend into the lower part of the creeping formwork 10 through the steel wire rope through hole 8, so that the steel wire rope 7 sequentially passes through the bottom pulley 3 and the top pulley 6 from the winch 2, and the conversion from the horizontal direction to the vertical downward direction is realized; after the steel wire rope 7 enters the lower part of the creeping formwork 10, the hoisting construction of the lower material can be carried out.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (9)
1. The utility model provides a creeping formwork integrated form material hoist and mount system, its characterized in that, includes hoist engine base (1), hoist engine (2), wire rope (7) and direction conversion unit, the direction conversion unit includes bottom pulley base (3), bottom pulley (4), top pulley base (5) and top pulley (6), hoist engine base (1) sets up on hydraulic pressure platform (100) of creeping formwork (10), top pulley base (5) set up on main platform (200) of creeping formwork (10), main platform (200) are located the last layer of hydraulic pressure platform (100), wire rope (7) on hoist engine (2) are gone deep into creeping formwork (10) lower part through the direction conversion unit.
2. The creeping formwork integrated material hoisting system according to claim 1, wherein the hoisting machine base (1) is configured as a square frame, the square frame is matched with the hoisting machine (2), and the hoisting machine (2) is fixedly connected with the hoisting machine base (1) through bolts.
3. The creeping formwork integrated material hoisting system according to claim 1, wherein the hoisting machine base (1) is fixedly connected with the beam of the creeping formwork (10) by high-strength bolts.
4. The creeping-formwork integrated material hoisting system according to claim 1, wherein the bottom sheave base (3) is provided on a hydraulic platform (100) on the same horizontal level as the hoisting machine (2).
5. The creeping formwork integrated material hoisting system according to claim 1, wherein hooks are fixedly arranged on the bottom pulley (4) and the top pulley (6);
and a bottom hook hanging hole (301) is fixedly formed in one side, close to the winch (2), of the middle of the bottom pulley base (3), and a hook on the bottom pulley (4) is connected with the bottom pulley base (3) through the bottom hook hanging hole (301).
6. The creeper integrated material hoist system of claim 1, wherein the top pulley base (5) is disposed on a main platform (200) of the creeper (10), the top pulley base (5) being located in a same vertical direction as the bottom pulley base (3).
7. The creeping formwork integrated material hoisting system according to claim 1, wherein a top hook hanging hole (501) is fixedly arranged at the bottom of the middle of the top pulley base (5), and the hook on the top pulley (6) is connected with the top pulley base (5) through the top hook hanging hole (501).
8. The creeping formwork integrated material hoisting system according to claim 1, wherein a hydraulic platform (100) of the creeping formwork (10) is provided with rectangular steel wire rope passing holes (8), and a steel wire rope (7) from the winch (2) passes through the bottom pulley (4) and the top pulley (6) in sequence and then penetrates into the lower part of the creeping formwork (10) through the steel wire rope passing holes (8).
9. The construction method of the creeping formwork integrated material hoisting system based on claim 1 is characterized by comprising the following steps:
s1, local reinforcement of the creeping formwork and reservation of a reserved hole, namely a steel wire rope through hole (8) are carried out in advance in the design stage of the creeping formwork (10), and the steel wire rope (7) is guaranteed to enter the bottom of the creeping formwork (10) through the reserved hole to realize hoisting operation of each inner cylinder steel beam of an upper subsection; determining the position of a winch (2), reinforcing the truss position at the lower part of the position of the winch (2), installing a winch base (1) at the reserved position of the winch (2) after the climbing formwork (10) system is installed, welding the winch base (1) by adopting 12# H-shaped steel to form a square frame, wherein the size of the square frame is suitable for arranging the winch (2) on the square frame;
the winch base (1) is fixedly connected with a cross beam of the creeping formwork (10) through a high-strength bolt, and meanwhile, welding reinforcement is assisted, so that the connection reliability is ensured;
s2, after the winch base (1) is fixed, a winch (2) is installed on the upper portion of the winch base (1), the type of the winch (2) is determined according to the weight of materials needing to be hoisted in the later period, and the winch (2) is fixed on the winch base (1) through bolts;
s3, arranging a bottom pulley base (3) on a hydraulic platform (100) on the same horizontal layer of the winch (2), arranging a top pulley base (5) on a main platform (200) which is the upper layer of the arrangement layer of the winch (2), cutting horizontal plates at corresponding positions of the hydraulic platform (100) and the main platform (200) before the bottom pulley base (3) and the top pulley base (5) are installed, ensuring that the bottom pulley base (3) and the top pulley base (5) can be directly placed on a cross beam of the creeping formwork, leading the length of the cross beam extending out of the free ends of two sides to be 10cm, and ensuring the stability of the pulley bases by adopting spot welding connection between the bottom pulley base (3) and the cross beam of the creeping formwork (10) and between the top pulley base (5) and the cross beam of the creeping formwork;
the bottom pulley base (3) is made of 16# H-shaped steel, a bottom hook hanging hole (301) is formed in the side portion of the flange plate of the bottom pulley base (3), a bottom pulley (4) is installed in the middle position of the bottom pulley base (3) after the bottom pulley base (3) is installed and fixed, and the bottom pulley (4) is hung on the bottom hook hanging hole (301) through a hook of the bottom pulley to be fixed;
the steel wire rope (7) extends out of the winch (2) and then passes through the bottom pulley (4) to realize the conversion of the steel wire rope (7) from the horizontal direction to the vertical direction;
the top pulley base (5) also adopts 16# H-shaped steel, and the arrangement position of the top pulley base and the bottom pulley base (3) are positioned on the same straight line in the vertical direction;
the top pulley base (5) is fixed on the upper layer of cross beam by welding;
s4, a top hook hanging hole (501) is formed in the middle of the top pulley base (5), and after the top pulley base (5) is installed, a top pulley (6) is hung and fixed on the top pulley base, so that the direction conversion from the inside of the creeping formwork (10) to the lower portion of the creeping formwork (10) to the downward direction in the vertical direction of the steel wire rope (7) is realized;
s5, arranging rectangular 5 cm-by-5 cm steel wire rope through holes (8) in a hydraulic platform (100) of the creeping formwork (10), wherein the steel wire rope (7) can extend into the lower part of the creeping formwork (10) through the steel wire rope through holes (8), so that the steel wire rope (7) sequentially passes through a bottom pulley (3) and a top pulley (6) from a winch (2), and the conversion from the horizontal direction to the vertical downward direction is realized; after the steel wire rope (7) enters the lower part of the creeping formwork (10), hoisting construction of a lower material can be carried out.
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| CN202211123612.0A CN115492387B (en) | 2022-09-15 | 2022-09-15 | Climbing form integrated material hoisting system and construction method thereof |
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| CN202211123612.0A CN115492387B (en) | 2022-09-15 | 2022-09-15 | Climbing form integrated material hoisting system and construction method thereof |
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Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201367728Y (en) * | 2009-03-19 | 2009-12-23 | 二十三冶建设集团有限公司 | Derrick-less hydraulic slip form device used for reinforced concrete water tower supporting tube construction |
| CN202031336U (en) * | 2011-06-22 | 2011-11-09 | 青岛德才装饰安装工程有限公司 | Unit plate conveying device |
| CN104652807A (en) * | 2014-12-31 | 2015-05-27 | 中国建筑一局(集团)有限公司 | Self-turnover construction system and method for internal-climbing tower crane supporting steel beams in hydraulic formwork climbing system |
| CN204418657U (en) * | 2014-12-24 | 2015-06-24 | 中国建筑第二工程局有限公司 | Elevator shaft material platform hydraulic climbing formwork frame |
| CN104947926A (en) * | 2015-07-01 | 2015-09-30 | 中建一局集团建设发展有限公司 | Core tube inner tank upper formwork system hard protection device and construction method thereof |
| CN105540446A (en) * | 2016-01-15 | 2016-05-04 | 北京市建筑工程研究院有限责任公司 | Interior-climbing type lifting platform |
| CN105822072A (en) * | 2016-05-20 | 2016-08-03 | 北京西飞世纪门窗幕墙工程有限责任公司 | Hoisting construction structure and method for air corridor ceiling |
| CN106013818A (en) * | 2016-07-19 | 2016-10-12 | 中建局集团建设发展有限公司 | Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure |
| CN205663226U (en) * | 2016-05-25 | 2016-10-26 | 青岛海川建设集团有限公司 | Super high -rise building thing top steel construction symmetry is hung and is drawn device |
| CN205772984U (en) * | 2016-07-15 | 2016-12-07 | 中铁建大桥工程局集团第五工程有限公司 | A kind of hanging apparatus of monolithic steel truss |
| CN107130770A (en) * | 2017-04-11 | 2017-09-05 | 广东省工业设备安装有限公司 | A kind of high-rise building air conditioner water vertical shaft Large Diameter Pipeline standpipe inversion construction method |
| CN107217831A (en) * | 2017-04-28 | 2017-09-29 | 中建三局集团有限公司 | High-rise building Core Walls Structure horizontal structure construction method |
| CN107795122A (en) * | 2017-11-21 | 2018-03-13 | 中国十九冶集团有限公司南京分公司 | Concrete stack shell constructing device and construction method |
| CN208733919U (en) * | 2018-07-12 | 2019-04-12 | 中铁西北科学研究院有限公司 | Steel girder erection device for historic reservation |
| CN109750842A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of installation method of the distributing platform system of tube structure construction |
| CN112160587A (en) * | 2020-10-09 | 2021-01-01 | 浙江省二建建设集团有限公司 | Slip form construction equipment and construction method for building outer wall and floor slab |
| CN112523499A (en) * | 2020-12-07 | 2021-03-19 | 中建海峡建设发展有限公司 | Hydraulic creeping formwork and distributing machine integrated device and construction method |
| CN112854744A (en) * | 2021-03-16 | 2021-05-28 | 中铁二十局集团第六工程有限公司 | Creeping formwork structure and construction method thereof |
| CN113502924A (en) * | 2021-07-31 | 2021-10-15 | 中冶(上海)钢结构科技有限公司 | Method for constructing steel beam in high-rise closed core cylinder |
| CN113503043A (en) * | 2021-07-26 | 2021-10-15 | 成都兰腾科技有限公司 | Assembly type building installation equipment |
| CN215326581U (en) * | 2021-03-22 | 2021-12-28 | 中建三局集团北京有限公司 | Small steel frame winch for hoisting curtain wall stone |
| CN216840692U (en) * | 2022-03-03 | 2022-06-28 | 中国建筑第二工程局有限公司 | Construction device for super high-rise building |
| CN114988310A (en) * | 2022-06-10 | 2022-09-02 | 中建八局第一建设有限公司 | Reverse transportation and installation system for steel beams in core barrel under creeping formwork and construction method of reverse transportation and installation system |
-
2022
- 2022-09-15 CN CN202211123612.0A patent/CN115492387B/en active Active
Patent Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201367728Y (en) * | 2009-03-19 | 2009-12-23 | 二十三冶建设集团有限公司 | Derrick-less hydraulic slip form device used for reinforced concrete water tower supporting tube construction |
| CN202031336U (en) * | 2011-06-22 | 2011-11-09 | 青岛德才装饰安装工程有限公司 | Unit plate conveying device |
| CN204418657U (en) * | 2014-12-24 | 2015-06-24 | 中国建筑第二工程局有限公司 | Elevator shaft material platform hydraulic climbing formwork frame |
| CN104652807A (en) * | 2014-12-31 | 2015-05-27 | 中国建筑一局(集团)有限公司 | Self-turnover construction system and method for internal-climbing tower crane supporting steel beams in hydraulic formwork climbing system |
| CN104947926A (en) * | 2015-07-01 | 2015-09-30 | 中建一局集团建设发展有限公司 | Core tube inner tank upper formwork system hard protection device and construction method thereof |
| CN105540446A (en) * | 2016-01-15 | 2016-05-04 | 北京市建筑工程研究院有限责任公司 | Interior-climbing type lifting platform |
| CN105822072A (en) * | 2016-05-20 | 2016-08-03 | 北京西飞世纪门窗幕墙工程有限责任公司 | Hoisting construction structure and method for air corridor ceiling |
| CN205663226U (en) * | 2016-05-25 | 2016-10-26 | 青岛海川建设集团有限公司 | Super high -rise building thing top steel construction symmetry is hung and is drawn device |
| CN205772984U (en) * | 2016-07-15 | 2016-12-07 | 中铁建大桥工程局集团第五工程有限公司 | A kind of hanging apparatus of monolithic steel truss |
| CN106013818A (en) * | 2016-07-19 | 2016-10-12 | 中建局集团建设发展有限公司 | Semiautomatic self-climbing hoisting mechanism of light steel structure under closed structure |
| CN107130770A (en) * | 2017-04-11 | 2017-09-05 | 广东省工业设备安装有限公司 | A kind of high-rise building air conditioner water vertical shaft Large Diameter Pipeline standpipe inversion construction method |
| CN107217831A (en) * | 2017-04-28 | 2017-09-29 | 中建三局集团有限公司 | High-rise building Core Walls Structure horizontal structure construction method |
| CN107795122A (en) * | 2017-11-21 | 2018-03-13 | 中国十九冶集团有限公司南京分公司 | Concrete stack shell constructing device and construction method |
| CN208733919U (en) * | 2018-07-12 | 2019-04-12 | 中铁西北科学研究院有限公司 | Steel girder erection device for historic reservation |
| CN109750842A (en) * | 2019-01-15 | 2019-05-14 | 上海建工一建集团有限公司 | A kind of installation method of the distributing platform system of tube structure construction |
| CN112160587A (en) * | 2020-10-09 | 2021-01-01 | 浙江省二建建设集团有限公司 | Slip form construction equipment and construction method for building outer wall and floor slab |
| CN112523499A (en) * | 2020-12-07 | 2021-03-19 | 中建海峡建设发展有限公司 | Hydraulic creeping formwork and distributing machine integrated device and construction method |
| CN112854744A (en) * | 2021-03-16 | 2021-05-28 | 中铁二十局集团第六工程有限公司 | Creeping formwork structure and construction method thereof |
| CN215326581U (en) * | 2021-03-22 | 2021-12-28 | 中建三局集团北京有限公司 | Small steel frame winch for hoisting curtain wall stone |
| CN113503043A (en) * | 2021-07-26 | 2021-10-15 | 成都兰腾科技有限公司 | Assembly type building installation equipment |
| CN113502924A (en) * | 2021-07-31 | 2021-10-15 | 中冶(上海)钢结构科技有限公司 | Method for constructing steel beam in high-rise closed core cylinder |
| CN216840692U (en) * | 2022-03-03 | 2022-06-28 | 中国建筑第二工程局有限公司 | Construction device for super high-rise building |
| CN114988310A (en) * | 2022-06-10 | 2022-09-02 | 中建八局第一建设有限公司 | Reverse transportation and installation system for steel beams in core barrel under creeping formwork and construction method of reverse transportation and installation system |
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