CN106013774B - A kind of sliding formwork flexibility platform device for being suitble to dispatch - Google Patents
A kind of sliding formwork flexibility platform device for being suitble to dispatch Download PDFInfo
- Publication number
- CN106013774B CN106013774B CN201610418392.2A CN201610418392A CN106013774B CN 106013774 B CN106013774 B CN 106013774B CN 201610418392 A CN201610418392 A CN 201610418392A CN 106013774 B CN106013774 B CN 106013774B
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- China
- Prior art keywords
- hoisting frame
- steel pipe
- platform
- bolt
- cantilever beams
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Classifications
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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
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of sliding formwork flexibility platform devices for being suitble to dispatch, including several hoisting frames, the Cantilever Beams top flange of each hoisting frame both sides is drilled with hole, and pass through U bolt and circumferential reinforcement is fastened on Cantilever Beams, the lumps of wood is laid on the circumferential reinforcement, and pass through press strip reinforcing bar the lumps of wood is pressed on circumferential reinforcement and form operating platform, it is bound between the press strip reinforcing bar and circumferential reinforcement using iron wire；The end of the Cantilever Beams is welded with casing, and the junction of described sleeve pipe and steel pipe post is drilled with hole, and pass through bolt and column steel pipe is fixed in casing, and the horizontal reinforcement of guard rail is snapped onto using right-angle coupler on column steel pipe；Using steel wire rope drawknot between the hoisting frame, the steel wire rope is connected at heart position in the silo with shackle with center circle.It not only reduces the amortization of sliding formwork equipment, material consumption and dispatches expense, reduce construction cost, while also meet the requirement of circular economy green construction.
Description
Technical field
The invention belongs to the realm of building construction, and in particular to be suitble to the sliding formwork flexibility platform device dispatched in construction.
Background technology
Silo slip form construction is with mechanization degree is high, concrete continuous is good, can save formwork and sets up scaffold institute
The material that needs, can more easily by template break with flexible assembling and it is reusable the advantages that, therefore silo slip form construction
It is at low cost, construction efficiency is high.The single silo sliding formwork duration is shorter, and slip form platform terminates construction general only one from dismounting is assembled into
It a half month or so, generally requires to dispatch sliding formwork equipment after slding form operation, into next project construction.And conventional
Sliding-mode platform, when assembling, need to be welded on the Cantilever Beams of sliding mould lifting frame both sides with the circumferential reinforcement of multiple tracks, then in ring
Wooden springboard is laid on reinforcing bar and forms operating platform；Sliding formwork cuts off reinforcing bar, then by sliding formwork to during the dismounting of top using Methods of OFC-A
Platform segmentation is removed, and is disintegrated on ground.Conventional slip form platform overall structure is reliable, widely applicable, but reinforcement welding amount is big, removes
The reinforcing bar to get off can not reuse；It is laid with the wooden springboard of slip form platform simultaneously, volume is big but value is relatively low, and fortune is occupied when dispatching
Defeated parking stall is more, dispatches cost height.For silo slip form construction, constructed using conventional sliding-mode platform, the equipment that needs,
Auxiliary material is more, and dispatches costly, can not reach the requirement of circular economy green construction, therefore greatly constrain sliding formwork
Construction efficiency increases slding form operation expense.
Invention content
The purpose of the present invention is exactly to overcome the shortcomings of conventional sliding-mode platform, is reducing material and facility input,
While improving construction efficiency, saving construction cost, and a kind of sliding formwork flexibility platform technology for being suitble to dispatch and device provided.
To achieve the above object, the present invention provides following technical solution：A kind of sliding formwork flexibility platform device for being suitble to dispatch,
Including several hoisting frames, the Cantilever Beams top flange of each hoisting frame both sides is drilled with hole, and pass through U bolt by circumferential steel
Muscle is fastened on Cantilever Beams, and the lumps of wood is laid on the circumferential reinforcement, and passes through press strip reinforcing bar and the lumps of wood is pressed on circumferential reinforcement
Operating platform is formed, is bound between the press strip reinforcing bar and circumferential reinforcement using iron wire；The end of the Cantilever Beams is welded with set
The junction of pipe, described sleeve pipe and steel pipe post is drilled with hole, and pass through bolt and column steel pipe is fixed in casing, guard rail
Horizontal reinforcement snapped onto on column steel pipe using right-angle coupler；Using steel wire rope drawknot, the steel wire between the hoisting frame
Rope is connected at heart position in the silo with shackle with center circle, and the steel wire rope other end is connect simultaneously with hoisting frame with flower basket bolt
Tensioning.
As a kind of optimal technical scheme of invention, the hoisting frame is "ON" font door frame, is made of hot-rolled steel channel,
Its both sides diagonal brace strengthens support Cantilever Beams, forms triangle outrigger platform.
As a kind of optimal technical scheme of invention, several circumferential reinforcements are set on the Cantilever Beams, and lay lumps of wood conduct
Inside and outside construction operation platform；Terrace prevention railing steel pipe post is scaffolding steel pipe.
As a kind of optimal technical scheme of invention, combined steel formwork is further included, the combined steel formwork passes through enclosure, mould
Plate builder's jack is connect with hoisting frame；Reinforcing bar hanging basket hanging hanging basket springboard is set below hoisting frame；Hydraulic pressure is set on the crossbeam of the hoisting frame
Jack, hydraulic jack are large-tonnage feed-through hydraulic jack, and pedestal is mounted on hoisting frame crossbeam with bolt, passed through
The high pressure liquid pressure oil drives edge supporting rod of hydraulic system supply climbs upwards.
The present invention also provides a kind of assemble methods of sliding formwork flexibility platform device for being suitble to dispatch, and include the following steps：
A:Hoisting frame, Cantilever Beams and diagonal brace are formed triangle outrigger platform first；
B:Circumferential reinforcement is fastened on Cantilever Beams using U bolt, the lumps of wood is then laid on circumferential reinforcement, uses press strip
Reinforcing bar compresses the lumps of wood to form operating platform；The column steel pipe and horizontal reinforcement of guard rail are snapped together with right-angle coupler
Do security protection；
C:On on the basis of the A-B, installation form builder's jack, enclosure on hoisting frame, combined steel formwork with iron wire is bound and is existed
In enclosure, and reinforcing bar hanging basket hanging hanging basket springboard is installed below hoisting frame；And steel wire rope is tensioned using flower basket bolt, keep phase
It is linked to be entirety between each hoisting frame；
D:In the crossbeam upper edge silo library wall centerline of hoisting frame, with bolt fixed hydraulic jack, and it is inserted into support
Bar starts hydraulic system and supplies high pressure liquid pressure oil to hydraulic jack, and hydraulic jack top edge supporting rod climbs upwards, drives and is promoted
Frame, slip form platform, combined steel formwork rise therewith, make silo library wall concrete forming；
E:It is sliding empty when silo library wall sliding formwork is to top, remove each component of slip form platform one by one, and by circumferential reinforcement, protection
Railing post steel pipe, horizontal reinforcement, the lumps of wood.
Compared with prior art, the beneficial effects of the invention are as follows：During silo sliding formwork, slip form platform makes full use of construction site
Common reinforcing bar and the lumps of wood, reinforcing bar and the lumps of wood are directly used in the other positions of this engineering after slding form operation, not only reduce and slide
The amortization of mould equipment and dispatches expense at material consumption, reduces construction cost, at the same also meet circular economy green construction will
Ask, facilitate realization construction organization, dispatch for silo sliding formwork equipment, be used in turn provide it is greatly convenient.
Description of the drawings
Attached drawing is used to provide further understanding of the present invention, and a part for constitution instruction, the reality with the present invention
Example is applied together for explaining the present invention, is not construed as limiting the invention.In the accompanying drawings：
Fig. 1 is the fundamental diagram of the present invention；
Fig. 2 is the installation A-A sectional views of the present invention；
In figure：1. hoisting frame, 2. supporting rods, 3. hydraulic jacks, 4. press strip reinforcing bars, 5. circumferential reinforcements, 6.U shape bolts,
7. guard rail horizontal reinforcement, 8. right-angle couplers, 9. guard rail steel pipe posts, 10. lumps of wood, 11. bolts, 12. casings, 13.
Cantilever Beams, 14. diagonal braces, 15. reinforcing bar hanging baskets, 16. hanging basket springboards, 17. enclosures, 18. template builder's jacks, 19. combined steel formworks, 20.
Silo library wall, 21. steel wire ropes, 22. flower basket bolts, 23. shackles, 24. center circles.
Specific embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments, is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment shall fall within the protection scope of the present invention.
From Fig. 1 and Fig. 2：A kind of sliding formwork flexibility platform device for being suitble to dispatch, in assembling, in 1 both sides of hoisting frame
13 top flange of Cantilever Beams drilling, circumferential reinforcement 5 is fastened on Cantilever Beams 13 using U bolt 6, then in circumferential reinforcement 5
The lumps of wood 10, with press strip reinforcing bar 4 is pressed on circumferential reinforcement 5 and forms operating platform by the upper laying lumps of wood 10, press strip reinforcing bar 4 and circumferential direction
It is bound between reinforcing bar 5 using iron wire；In the end soldering sleeve 12 of Cantilever Beams 13, internal diameter than guard rail steel pipe post 9 outside
Diameter is bigger, drills in the connecting portion of guard rail steel pipe post 9 and casing 12, with bolt 11 by guard rail steel pipe post 9
It is fixed in casing 12, the horizontal reinforcement 7 of guard rail is snapped onto using right-angle coupler 8 on guard rail steel pipe post 9；Relatively
Using 21 drawknot of steel wire rope between each hoisting frame 1, heart position shackle 23 and center circle 24 connect steel wire rope 21 in the silo, steel
21 other end of cord is connect and is tensioned with flower basket bolt 22 with hoisting frame 1, keeps the globality of slip form platform.
Hoisting frame 1 is "ON" font door frame, is made of hot-rolled steel channel, both sides set Cantilever Beams 13 and strengthened with diagonal brace 14
Support forms triangle outrigger platform, is connected by screw bolts between each component, installation is facilitated to disintegrate；It is set on Cantilever Beams 13 several
Circumferential reinforcement 5, and lay the lumps of wood 10 and be used as inside and outside construction operation platform；Terrace prevention railing steel pipe post 9 is scaffold steel
Pipe, is snapped onto with right-angle coupler 8 on guard rail steel pipe post 9 and the horizontal reinforcement 7 of fixed protection railing, makees slip form platform
Security protection；Combined steel formwork 19 is connect by enclosure 17, template builder's jack 18 with hoisting frame 1；1 lower section of hoisting frame sets reinforcing bar hanging basket
15 hanging hanging basket springboards 16, facilitate wall 20 concrete in silo library to expose 19 lower section of combined steel formwork, and mending concrete is smeared in bricklayer stranding
Face；It is connected and is tensioned with steel wire rope 21, shackle 23, center circle 24, flower basket bolt 22 between hoisting frame 1, keep slip form platform
Globality；Set hydraulic jack 3 on 1 crossbeam of hoisting frame, hydraulic jack 3 is large-tonnage feed-through hydraulic jack, pedestal
It is mounted on 1 crossbeam of hoisting frame with bolt, the high pressure liquid pressure oil drives edge supporting rod 2 supplied by hydraulic system climbs upwards.
The assemble method of the device：Hoisting frame 1, Cantilever Beams 12, diagonal brace 14 form triangle outrigger platform；Using U-shaped spiral shell
Circumferential reinforcement 5 is fastened on Cantilever Beams 13 by bolt 6, and the lumps of wood 10 is then laid on circumferential reinforcement 5, with press strip reinforcing bar 4 by the lumps of wood
10 compressions form operating platform；Guard rail steel pipe post 9 and horizontal reinforcement 7 are snapped together and do safety with right-angle coupler 8
Protection；Installation form builder's jack 18, enclosure 17 on hoisting frame 1 bind the iron wire of combined steel formwork 19 in enclosure 17, and
1 lower section installation reinforcing bar hanging basket 15 of hoisting frame hangs hanging basket springboard 16；Steel wire rope 21 is tensioned using flower basket bolt 22, is kept relatively each
It is linked to be entirety between hoisting frame 1；In 20 center line of crossbeam upper edge silo library wall of hoisting frame 1, with bolt fixed hydraulic jack
3, and be inserted into supporting rod 2, start hydraulic system and supply high pressure liquid pressure oil to hydraulic jack 3, hydraulic jack 3 is along supporting rod 2
It climbs upwards, hoisting frame 1, slip form platform, combined steel formwork 19 is driven to rise therewith, makes 20 concrete forming of silo library wall.It treats
It is sliding empty when wall 20 sliding formwork in silo library is to top, each component of slip form platform is removed one by one, and circumferential reinforcement 5, guard rail steel pipe are stood
Column 9, horizontal reinforcement 7, the lumps of wood 10 recycle and steel wire rope 21 recycle after next project reuse.Not only subtract in this way
Lack the amortization of silo sliding formwork equipment, material consumption and dispatch expense, reduce construction cost, while also meet circular economy green and apply
The requirement of work, dispatch for silo sliding formwork equipment, be used in turn provide it is greatly convenient.
Finally it should be noted that：The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify to the technical solution recorded in foregoing embodiments or carry out equivalent replacement to which part technical characteristic,
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in the present invention's
Within protection domain.
Claims (5)
1. a kind of sliding formwork flexibility platform device for being suitble to dispatch, including several hoisting frames (1), which is characterized in that carried described in each
Cantilever Beams (13) top flange for rising frame (1) both sides is drilled with hole, and pass through U bolt (6) and circumferential reinforcement (5) is fastened on overhanging
On beam (13), the lumps of wood (10) is laid on the circumferential reinforcement (5), and pass through press strip reinforcing bar (4) and the lumps of wood (10) is pressed on circumferential direction
Operating platform is formed on reinforcing bar (5), is bound between the press strip reinforcing bar (4) and circumferential reinforcement (5) using iron wire；The Cantilever Beams
(13) end is welded with casing (12), and the junction of described sleeve pipe (12) and guard rail steel pipe post (9) is drilled with hole, and lead to
It crosses bolt (11) guard rail steel pipe post (9) is fixed in casing (12), the horizontal reinforcement (7) of guard rail is using right angle
Fastener (8) is snapped onto on guard rail steel pipe post (9)；Using steel wire rope (21) drawknot, the steel between the hoisting frame (1)
Cord (21) is connected at heart position in the silo with shackle (23) and center circle (24), and steel wire rope (21) other end is with being promoted
Frame (1) is connected and is tensioned with flower basket bolt (22).
A kind of 2. sliding formwork flexibility platform device for being suitble to dispatch according to claim 1, which is characterized in that the hoisting frame
(1) it is "ON" font door frame, is made of hot-rolled steel channel, support Cantilever Beams (13) is strengthened in both sides with diagonal brace (14), form three
Angular outrigger platform.
A kind of 3. sliding formwork flexibility platform device for being suitble to dispatch according to claim 1, which is characterized in that the Cantilever Beams
(13) several circumferential reinforcements (5) are set on, and lays the lumps of wood (10) and is used as inside and outside construction operation platform；Terrace prevention railing steel pipe
Column (9) is scaffolding steel pipe.
4. a kind of sliding formwork flexibility platform device for being suitble to dispatch according to claim 1, which is characterized in that further include combination
Steel form (19), the combined steel formwork (19) are connect by enclosure (17), template builder's jack (18) with hoisting frame (1)；Hoisting frame
(1) lower section sets reinforcing bar hanging basket (15) hanging hanging basket springboard (16)；Hydraulic jack (3), liquid are set on the crossbeam of the hoisting frame (1)
It is large-tonnage feed-through hydraulic jack to press jack (3), and pedestal is mounted on bolt on hoisting frame (1) crossbeam, passes through liquid
The high pressure liquid pressure oil drives edge supporting rod (2) of pressure system supply climbs upwards.
5. a kind of assemble method of sliding formwork flexibility platform device for being suitble to dispatch, which is characterized in that include the following steps：
A:Hoisting frame (1), Cantilever Beams (13) and diagonal brace (14) are formed triangle outrigger platform first；
B:Circumferential reinforcement (5) is fastened on Cantilever Beams (13) using U bolt (6), then the laying side on circumferential reinforcement (5)
The lumps of wood (10) compression is formed operating platform by wooden (10) with press strip reinforcing bar (4)；Guard rail steel pipe is stood with right-angle coupler (8)
Column (9) and horizontal reinforcement (7) snap together and do security protection；
C:On on the basis of the A-B, installation form builder's jack (18), enclosure (17) on hoisting frame (1), combined steel formwork (19) is used
Iron wire is bound in enclosure (17), and installation reinforcing bar hanging basket (15) hangs hanging basket springboard (16) below hoisting frame (1)；And it uses
Flower basket bolt (22) tensioning steel wire rope (21) keeps being linked to be entirety between relatively each hoisting frame (1)；
D:In crossbeam upper edge silo library wall (20) centerline of hoisting frame (1), with bolt fixed hydraulic jack (3), and insert
Enter supporting rod (2), start hydraulic system and supply high pressure liquid pressure oil to hydraulic jack (3), hydraulic jack (3) is along supporting rod
(2) it climbs upwards, hoisting frame (1), slip form platform, combined steel formwork (19) is driven to rise therewith, makes silo library wall (20) coagulation
Soil forming；
E:It is sliding empty when silo library wall (20) sliding formwork is to top, remove each component of slip form platform one by one, and by circumferential reinforcement (5), anti-
In next project after guard rail rod steel pipe post (9), horizontal reinforcement (7), the lumps of wood (10) recycling and steel wire rope (21) recycling
It reuses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610418392.2A CN106013774B (en) | 2016-06-08 | 2016-06-08 | A kind of sliding formwork flexibility platform device for being suitble to dispatch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610418392.2A CN106013774B (en) | 2016-06-08 | 2016-06-08 | A kind of sliding formwork flexibility platform device for being suitble to dispatch |
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| Publication Number | Publication Date |
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| CN106013774A CN106013774A (en) | 2016-10-12 |
| CN106013774B true CN106013774B (en) | 2018-06-29 |
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| CN201610418392.2A Active CN106013774B (en) | 2016-06-08 | 2016-06-08 | A kind of sliding formwork flexibility platform device for being suitble to dispatch |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107227848B (en) * | 2017-07-28 | 2019-07-16 | 广西建工集团冶金建设有限公司 | A kind of method of slip form supporting rod recycling |
| CN107642048A (en) * | 2017-09-22 | 2018-01-30 | 宁夏桥多美路桥钢模板科技有限公司 | Pier stud high-altitude construction platform and high-altitude construction method |
| CN108952145A (en) * | 2018-08-31 | 2018-12-07 | 宁夏亿丰建设工程有限公司 | It is a kind of to utilize the support for shuttering that eaves gutter is overhang outside sliding formwork outer platform carrying silo |
| CN111395729A (en) * | 2020-04-22 | 2020-07-10 | 五冶集团上海有限公司 | Method for modifying high-altitude mold at variable cross section of silo sliding mold |
| CN115162712A (en) * | 2022-07-29 | 2022-10-11 | 滕州建工建设集团有限公司 | Urea prilling tower slip form construction platform |
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| CN201148730Y (en) * | 2007-12-11 | 2008-11-12 | 山西焦煤集团有限责任公司 | Super large diameter cylindrical silo hydraulic slip mold construction operating platform |
| KR20090093544A (en) * | 2008-02-29 | 2009-09-02 | (주)세건이엔지 | System for elevating forms for construction and method for constructing a plurality of walls of building simultaneously using the same |
| CN103015782A (en) * | 2012-12-14 | 2013-04-03 | 中煤建筑安装工程集团有限公司 | Construction platform and construction method for integrating silo roof and silo wall slip form |
| CN103510736A (en) * | 2013-10-24 | 2014-01-15 | 成军 | Method for lifting whole steel structure to top of concrete cabin through slip form and low-altitude modular assembly |
| CN203755631U (en) * | 2014-03-17 | 2014-08-06 | 江苏邗建集团有限公司 | Cable-fixed type high-altitude large-span construction operation platform |
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| CN201148730Y (en) * | 2007-12-11 | 2008-11-12 | 山西焦煤集团有限责任公司 | Super large diameter cylindrical silo hydraulic slip mold construction operating platform |
| KR20090093544A (en) * | 2008-02-29 | 2009-09-02 | (주)세건이엔지 | System for elevating forms for construction and method for constructing a plurality of walls of building simultaneously using the same |
| CN103015782A (en) * | 2012-12-14 | 2013-04-03 | 中煤建筑安装工程集团有限公司 | Construction platform and construction method for integrating silo roof and silo wall slip form |
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| CN106013774A (en) | 2016-10-12 |
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