CN107700819A - Climbing frame and the king-post construction method using climbing frame in king-post construction in king-post construction - Google Patents
Climbing frame and the king-post construction method using climbing frame in king-post construction in king-post construction Download PDFInfo
- Publication number
- CN107700819A CN107700819A CN201711020554.8A CN201711020554A CN107700819A CN 107700819 A CN107700819 A CN 107700819A CN 201711020554 A CN201711020554 A CN 201711020554A CN 107700819 A CN107700819 A CN 107700819A
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- China
- Prior art keywords
- king
- post
- construction
- internal model
- climbing frame
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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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/246—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the inside contour of a building
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
Abstract
The invention discloses climbing frame in a kind of construction of king-post, be related to king-post technical field of construction, climbing frame from top to bottom includes reinforcement construction platform successively in the king-post construction, reinforcement construction support body, internal model construction upper frame, internal model construct lower frame with hang platform.Using the present invention, after often completing a section king-post cage bar installation, climbing frame in king-post construction is lifted by crane gear and constructed to next section king-post, working procedure is few, takes short.Meanwhile internal model construction upper frame and internal model are constructed when lower frame is installed for internal model and provide operating platform, while internal model support is also served as, save inner formwork support structure, efficiency of construction height and saving steel resource.The invention also discloses it is a kind of using king-post construct in climbing frame king-post construction method.
Description
Technical field
The present invention relates to king-post technical field of construction, and in particular in climbing frame and use king-post are constructed in a kind of king-post construction
The king-post construction method of climbing frame.
Background technology
King-post generally use stiff skeleton coordinates climbing formwork for construction, after the completion of the construction of section king-post, connects high stiff skeleton, pacifies
Steel loading muscle, then matched moulds casting concrete, is circulated according to this.Stiff skeleton is designed as permanent Transducers Embedded in Concrete, king-post design stiffness
Skeleton is typically not as main body reinforced structure, only as construction ancillary method.One king-post stiff skeleton weight reach it is hundreds of very
Supreme kiloton, constructed using the method, steel are caused necessarily to waste.And stiff skeleton often saves processing, connects height and must consume work
When.
The content of the invention
For defect present in prior art, it is an object of the invention to provide climbing frame and use in a kind of construction of king-post
The king-post construction method of climbing frame in king-post construction, working procedure is few, takes short and saving steel resource.
To achieve the above objectives, the present invention adopts the technical scheme that：Climbing frame in a kind of king-post construction, the king-post construction
Interior climbing frame from top to bottom includes reinforcement construction platform, reinforcement construction support body, internal model construction upper frame, internal model construction undercarriage successively
Body：
The reinforcement construction platform includes the horizontally disposed system of beam body in length and breadth and the cage bar fastened located at the beam body in length and breadth
Positioning component, main ribs positioning component are fastened for king-post cage bar to be positioned at into the beam body in length and breadth；
The reinforcement construction support body includes the first space truss system；
The internal model construction upper frame includes second space girder system；
The internal model construction lower frame includes the 3rd space truss system and hanging seat component, and the hanging seat component is used for will
The internal model construction lower frame is fixed on the king-post for part of having constructed.
On the basis of above-mentioned technical proposal, the reinforcement construction platform is connected by bolt and the reinforcement construction support body
Connect.
On the basis of above-mentioned technical proposal, climbing frame also includes hanging platform in the king-post construction, and the platform that hangs is located at
Below the internal model construction lower frame.
On the basis of above-mentioned technical proposal, the first space truss system is formed by angle splice joint.
On the basis of above-mentioned technical proposal, the second space girder system includes two purlin pieces and between two purlin piece
Connect band, the purlin piece is spliced by H profile steel and universal rod body.
On the basis of above-mentioned technical proposal, the 3rd space truss system is spliced by H profile steel and universal rod body.
On the basis of above-mentioned technical proposal, the hanging seat component includes hanging seat, and hanging seat body is used with cone, the hanging seat is climbed
In being fixedly connected with the 3rd space truss system and the 3rd space truss system hung on the hanging seat body,
The cone of climbing is used to be fixedly connected with the hanging seat body and the hanging seat body is fixed on to the king-post for part of having constructed
On.
On the basis of above-mentioned technical proposal, the internal model construction lower frame also includes regulation screw mandrel, the regulation screw mandrel
For limiting the rotation of the internal model construction lower frame.
On the basis of above-mentioned technical proposal, the internal model construction lower frame also includes attached wall and supportted, and the attached wall stays at
The 3rd space truss system constructed part the king-post between.
The invention also discloses it is a kind of using king-post construct in climbing frame king-post construction method：
S1, before the king-post cage bar installation of king-post section to be onstructed, the hanging seat component is arranged on section king-post of having constructed
Design attitude, climbing frame in king-post construction is installed；
S2, king-post cage bar is fixed on the reinforcement construction platform by main ribs positioning component；
S3, after completing the installation of king-post cage bar, the connection between main ribs positioning component and king-post cage bar is released, removes institute
Reinforcement construction platform is stated, climbing frame in king-post construction is promoted to next king-post section using crane gear；
S4, utilize internal model construction upper frame installation king-post internal model；
S5, after inner membrance installation, carry out the concreting of section to be onstructed；
S6, the reinforcement construction platform is reinstalled, repeat step S2~S6 is until complete the construction of whole sections.
Compared with prior art, the advantage of the invention is that：
Using the present invention, after often completing a section king-post cage bar installation, climbing frame is lifted in king-post construction extremely by crane gear
Next section king-post, working procedure is few, takes short.
Meanwhile internal model construction upper frame and internal model are constructed when lower frame is installed for internal model and provide operating platform, are also served as simultaneously
Internal model supports, and saves inner formwork support structure, efficiency of construction height and saving steel resource.
Brief description of the drawings
Fig. 1 is the structural representation of climbing frame in king-post construction in the embodiment of the present invention；
Fig. 2 is the structural representation of the reinforcement construction platform of climbing frame in king-post construction in the embodiment of the present invention；
Fig. 3 is the structural representation of the internal model construction upper frame of climbing frame in king-post construction in the embodiment of the present invention；
Fig. 4 is the structural representation of the internal model construction lower frame of climbing frame in king-post construction in the embodiment of the present invention；
Fig. 5 is the structural representation of the hanging seat component of climbing frame in king-post construction in the embodiment of the present invention.
In figure：1- reinforcement construction platforms, 11- beam body systems in length and breadth, 12- cage bar positioning components, 2- reinforcement construction support bodys, 21-
First space truss system, 3- internal models construction upper frame, 31- second space girder systems, 311- purlins piece, 312- connect bands, 4-
Internal model construction lower frame, the space truss systems of 41- the 3rd, 42- hanging seat components, 421- hanging seats, 422- hanging seat bodies, 423- are climbed
Cone, 43- regulation screw mandrels, the support of 44- attached walls, 5- hang platform, 6- king-posts, 61- king-post cage bars.
Embodiment
The present invention is described in further detail below in conjunction with drawings and Examples.
Referring to shown in Fig. 1 and Fig. 2, the embodiment of the present invention provides a kind of king-post 6 and constructed interior climbing frame, and king-post 6 is constructed interior climbing frame
From top to bottom include reinforcement construction platform 1, reinforcement construction support body 2, internal model construction upper frame 3, internal model construction lower frame 4 successively：
Reinforcement construction platform 1 is 11 including horizontally disposed beam body in length and breadth and is the cage bar positioning on 11 located at beam body in length and breadth
Component 12, it is 11 that cage bar positioning component 12, which is used to the cage bar of king-post 6 being positioned at beam body in length and breadth,；
Reinforcement construction support body 2 includes the first space truss system 21；Reinforcement construction platform 1 passes through bolt and reinforcement construction frame
Body 2 connects；
Internal model construction upper frame 3 includes second space girder system 31；
Internal model construction lower frame 4 includes the 3rd space truss system 31 and hanging seat component 32, and hanging seat component 32 is used for will
Internal model construction lower frame 4 is fixed on the king-post 6 for part of having constructed.
King-post 6 constructs interior climbing frame also including hanging platform 5, hangs platform 5 located at the lower section of internal model construction lower frame 4.Platform 5 is hung to use
Protective platform is provided in being constructed for king-post 6.
Shown in Figure 1, the first space truss system 21 is formed by angle splice joint.It is shown in Figure 3, second space truss
System 31 includes two purlin pieces 311 and the connect band 312 between two purlin pieces 311, and purlin piece 311 is spelled by H profile steel and universal rod body
Connect and form.Shown in Figure 4, the 3rd space truss system 31 is spliced by H profile steel and universal rod body.
Shown in Figure 5, hanging seat component 32 includes hanging seat 321, hanging seat body 322 and climbs cone 323, hanging seat 321 be used for
3rd space truss system 31 is fixedly connected and the 3rd space truss system 31 is hung on hanging seat body 322, climbs cone 323 and uses
In being fixedly connected with hanging seat body 322 and hanging seat body 322 be fixed on the king-post 6 for part of having constructed.
Shown in Figure 5, internal model construction lower frame 4 also includes regulation screw mandrel 43, and regulation screw mandrel 43 is applied for limiting internal model
The rotation of work lower frame 4.Internal model construction lower frame 4 also includes attached wall support 44, and attached wall support 44 is located at the 3rd space truss body
Be 31 constructed part king-post 6 between.Attached wall support 44 is used for the rotation for limiting internal model construction lower frame 4.
The embodiment of the invention also discloses a kind of construction method of king-post 6 for interior climbing frame of being constructed using king-post 6, including following step
Suddenly：
S1, before the cage bar of 6 section king-post of king-post 6 installation to be onstructed, hanging seat component 32 is arranged on section king-post 6 of having constructed
Design attitude, installation king-post 6 are constructed interior climbing frame；
S2, the cage bar of king-post 6 is fixed on reinforcement construction platform 1 by cage bar positioning component 12；
S3, after completing the installation of king-post 6 cage bar, remove reinforcement construction platform 1, lifting king-post 6 constructs interior climbing frame to next tower
The section of post 6.Reinforcement construction platform 1, reinforcement construction support body 2, internal model construction upper frame 3, internal model construction lower frame 4 between use
Bolt connection, depending on crane gear Lifting Capacity, each support body can be disassembled, separately lift after spelling again, can also Integral hoisting frame
Body.Because the every section in general king-tower section differs, cage bar positioning component 12 is fixed with reinforcement construction platform 1 using spot welding,
After often completing the installation of the cage bar of a section king-post 6, weld seam is cut off, releases cage bar positioning component 12.
S4, the internal model of king-post 6 is installed using internal model construction upper frame 3；
S5, after inner membrance installation, carry out section concreting to be onstructed；
S6, reinforcement construction platform 1 is reinstalled, repeat step S2~S6 is until complete the construction of whole sections of king-post 6.
The present invention is not limited to the above-described embodiments, for those skilled in the art, is not departing from
On the premise of the principle of the invention, some improvements and modifications can also be made, these improvements and modifications are also considered as the protection of the present invention
Within the scope of.The content not being described in detail in this specification belongs to prior art known to professional and technical personnel in the field.
Claims (10)
1. climbing frame in a kind of king-post construction, it is characterised in that climbing frame is from top to bottom applied including reinforcing bar successively in the king-post construction
Work platform (1), reinforcement construction support body (2), internal model construction upper frame (3), internal model construction lower frame (4)：
The reinforcement construction platform (1) includes the horizontally disposed system of beam body in length and breadth (11) and on the system of beam body in length and breadth (11)
Cage bar positioning component (12), main ribs positioning component (12) is used to king-post cage bar (61) being positioned at the beam body system in length and breadth
(11) on；
The reinforcement construction support body (2) includes the first space truss system (21)；
The internal model construction upper frame (3) includes second space girder system (31)；
The internal model construction lower frame (4) includes the 3rd space truss system (41) and hanging seat component (42), the hanging seat group
Part (42) is used for the king-post (6) that internal model construction lower frame (4) is fixed on to part of having constructed.
2. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：The reinforcement construction platform (1) passes through bolt
It is connected with the reinforcement construction support body (2).
3. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：Climbing frame is also flat including hanging in the king-post construction
Platform (5), the platform (5) that hangs is below internal model construction lower frame (4).
4. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：The first space truss system (21) is by angle
Steel is spliced.
5. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：The second space girder system (31) includes
Two purlin pieces (311) and the connect band (312) between two purlin pieces (311), the purlin piece (311) is by H profile steel and universal rod body
It is spliced.
6. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：The 3rd space truss system (41) is by H
Shaped steel and universal rod body are spliced.
7. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：The hanging seat component (42) includes hanging seat
(421), hanging seat body (422) and cone (423) is climbed, the hanging seat (421) is used for solid with the 3rd space truss system (41)
Fixed to connect and the 3rd space truss system (41) is hung on the hanging seat body (422), the cone (423) of climbing is used for
It is fixedly connected with the hanging seat body (422) and the hanging seat body (422) is fixed on to the king-post (6) for part of having constructed
On.
8. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：The internal model construction lower frame (4) also includes
Screw mandrel (43) is adjusted, the regulation screw mandrel (43) is used for the rotation for limiting the internal model construction lower frame (4).
9. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：The internal model construction lower frame (4) also includes
Attached wall supports (44), and attached wall support (44) has been constructed the king-post (6) of part located at the 3rd space truss system (41)
Between.
10. a kind of king-post construction method using climbing frame in king-post as claimed in any one of claims 1 to 9 wherein construction, it is special
Sign is：
S1, before king-post cage bar (61) installation of king-post section to be onstructed, the hanging seat component (42) is arranged on section of having constructed
The design attitude of king-post, climbing frame in the king-post construction is installed；
S2, king-post cage bar (61) is fixed on the reinforcement construction platform (1) by main ribs positioning component (12)；
S3, after completing king-post cage bar (61) installation, release the company between main ribs positioning component (12) and king-post cage bar (61)
Connect, remove the reinforcement construction platform (1), climbing frame in king-post construction is promoted to next king-post section using crane gear
Section；
S4, utilize internal model construction upper frame (3) installation king-post (6) internal model；
S5, after inner membrance installation, carry out the concreting of section to be onstructed；
S6, the reinforcement construction platform (1) is reinstalled, repeat step S2~S6 is until complete the construction of whole sections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711020554.8A CN107700819B (en) | 2017-10-26 | 2017-10-26 | Tower column construction internal climbing frame and tower column construction method adopting same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711020554.8A CN107700819B (en) | 2017-10-26 | 2017-10-26 | Tower column construction internal climbing frame and tower column construction method adopting same |
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| Publication Number | Publication Date |
|---|---|
| CN107700819A true CN107700819A (en) | 2018-02-16 |
| CN107700819B CN107700819B (en) | 2023-01-17 |
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| CN201711020554.8A Active CN107700819B (en) | 2017-10-26 | 2017-10-26 | Tower column construction internal climbing frame and tower column construction method adopting same |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644373A (en) * | 2019-10-14 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Automatic positioning bearing platform for inner cavity of inclined tower column |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644373A (en) * | 2019-10-14 | 2020-01-03 | 中交武汉港湾工程设计研究院有限公司 | Automatic positioning bearing platform for inner cavity of inclined tower column |
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| Publication number | Publication date |
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| CN107700819B (en) | 2023-01-17 |
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