CN207332305U - Climbing frame in a kind of king-post construction - Google Patents
Climbing frame in a kind of king-post construction Download PDFInfo
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- CN207332305U CN207332305U CN201721392563.5U CN201721392563U CN207332305U CN 207332305 U CN207332305 U CN 207332305U CN 201721392563 U CN201721392563 U CN 201721392563U CN 207332305 U CN207332305 U CN 207332305U
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Abstract
The utility model 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 frame body, internal model construction upper frame, internal model construct lower frame with hang platform.Using the utility model, after often completing a section king-post main reinforcement installation, climbing frame in king-post construction is lifted by lifting equipment and is constructed to next segment king-post, working procedure is few, takes short.Meanwhile internal model construction upper frame and internal model construct 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, construction efficiency height and saving steel resource.
Description
Technical field
It the utility model is related to king-post technical field of construction, and in particular to climbing frame in a kind of king-post construction.
Background technology
King-post generally use stiff skeleton coordinates climbing formwork for construction, after the completion of the construction of segment king-post, connects high stiff skeleton, pacifies
Steel loading muscle, then molds casting concrete, circulates according to this.Stiff skeleton is designed as permanent Transducers Embedded in Concrete, king-post design stiffness
Skeleton is generally 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, is constructed using the method, steel is caused necessarily to waste.And stiff skeleton often saves processing, connects height and must consume work
When.
Utility model content
For defect existing in the prior art, the purpose of this utility model is to provide climbing frame in a kind of construction of king-post,
Working procedure is few, takes short and saving steel resource.
To achieve the above objectives, the technical scheme adopted by the utility model is that：Climbing frame in a kind of king-post construction, the king-post
Climbing frame from top to bottom includes reinforcement construction platform, reinforcement construction frame body, internal model construction upper frame, under internal model construction successively in construction
Frame body：
The reinforcement construction platform includes the horizontally disposed system of beam body in length and breadth and the main reinforcement fastened arranged on the beam body in length and breadth
Positioning component, main ribs positioning component are fastened for king-post main reinforcement to be positioned at the beam body in length and breadth；
The reinforcement construction frame 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.
Based on the above technical solutions, the reinforcement construction platform is connected by bolt and the reinforcement construction frame body
Connect.
Based on the above technical solutions, climbing frame further includes and hangs platform in the king-post construction, and the platform that hangs is arranged on
Below the internal model construction lower frame.
Based on the above technical solutions, the first space truss system is formed by angle splice joint.
Based on the above technical solutions, 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.
Based on the above technical solutions, the 3rd space truss system is spliced by H profile steel and universal rod body.
Based on the above technical solutions, 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.
Based on the above technical solutions, the internal model construction lower frame further includes adjusting screw, the adjusting screw
For limiting the rotation of the internal model construction lower frame.
Based on the above technical solutions, the internal model construction lower frame further includes attached wall support, and the attached wall stays at
The 3rd space truss system constructed part the king-post between.
Compared with prior art, the utility model has the advantage of：
Using the utility model, after often completing a section king-post main reinforcement installation, lifted in king-post construction and climbed by lifting equipment
For frame to next segment king-post, working procedure is few, takes short.
Meanwhile internal model construction upper frame and internal model construct when lower frame is installed for internal model and provide operating platform, also serve as at the same time
Internal model supports, and saves inner formwork support structure, construction efficiency height and saving steel resource.
Brief description of the drawings
Fig. 1 is the structure diagram of climbing frame in king-post construction in the utility model embodiment；
Fig. 2 is the structure diagram of the reinforcement construction platform of climbing frame in king-post construction in the utility model embodiment；
Fig. 3 is the structure diagram of the internal model construction upper frame of climbing frame in king-post construction in the utility model embodiment；
Fig. 4 is the structure diagram of the internal model construction lower frame of climbing frame in king-post construction in the utility model embodiment；
Fig. 5 is the structure diagram of the hanging seat component of climbing frame in king-post construction in the utility model embodiment.
In figure：1- reinforcement construction platforms, 11- beam body systems in length and breadth, 12- main reinforcement positioning components, 2- reinforcement construction frame bodies, 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 3rd space truss systems of 41-, 42- hanging seat components, 421- hanging seats, 422- hanging seat bodies, 423- are climbed
Cone, 43- adjust screw, the support of 44- attached walls, and 5- hangs platform, 6- king-posts, 61- king-post main reinforcements.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and embodiments.
Referring to shown in Fig. 1 and Fig. 2, the utility model embodiment provides a kind of king-post 6 and constructs interior climbing frame, in king-post 6 is constructed
Climbing frame from top to bottom includes reinforcement construction platform 1, reinforcement construction frame body 2, internal model construction upper frame 3, internal model construction undercarriage successively
Body 4：
Reinforcement construction platform 1 is 11 including horizontally disposed beam body in length and breadth and is the main reinforcement positioning on 11 arranged on beam body in length and breadth
Component 12, it is 11 that main reinforcement positioning component 12, which is used to 6 main reinforcement of king-post being positioned at beam body in length and breadth,；
Reinforcement construction frame 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.
The interior climbing frame of constructing of king-post 6 further includes and hangs platform 5, hangs platform 5 arranged on 4 lower section of internal model construction lower frame.Platform 5 is hung to use
Protective platform is provided in constructing 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, which further includes, adjusts screw 43, adjusts screw 43 and is applied for limiting internal model
The rotation of work lower frame 4.Internal model construction lower frame 4 further includes attached wall support 44, and attached wall support 44 is arranged on 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 operating method of the utility model is as follows：
S1, before 6 segment king-post of king-post, 6 main reinforcement installation to be onstructed, segment king-post 6 of having constructed is installed on by hanging seat component 32
Design position, installation king-post 6 are constructed interior climbing frame；
S2,6 main reinforcement of king-post is fixed on reinforcement construction platform 1 by main reinforcement positioning component 12；
S3, after completing the installation of king-post 6 main reinforcement, removes reinforcement construction platform 1, and lifting king-post 6 constructs interior climbing frame to next tower
6 segment of column.Reinforcement construction platform 1, reinforcement construction frame body 2, internal model construction upper frame 3, internal model construction lower frame 4 between use
Be bolted, depending on lifting equipment Lifting Capacity, each frame body can be disassembled, separately lift after spelling again, can also Integral hoisting frame
Body.Since the every segment in general king-tower section differs, main reinforcement positioning component 12 is fixed with reinforcement construction platform 1 using spot welding,
After often completing the installation of 6 main reinforcement of a segment king-post, weld seam is cut off, releases main reinforcement positioning component 12.
S4,6 internal model of king-post is installed using internal model construction upper frame 3；
S5, inner membrance carry out segment concreting to be onstructed after installation is complete；
S6, reinstalls reinforcement construction platform 1, and repeat step S2~S6 is until complete the construction of whole 6 segments of king-post.
The utility model is not limited to the above embodiment, for those skilled in the art, not
On the premise of departing from the utility model principle, some improvements and modifications can also be made, these improvements and modifications are also considered as this reality
Within new protection domain.The content not being described in detail in this specification belongs to known to professional and technical personnel in the field
The prior art.
Claims (9)
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 frame 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)
Main reinforcement positioning component (12), main ribs positioning component (12) is used to king-post main reinforcement (61) being positioned at the beam body system in length and breadth
(11) on；
The reinforcement construction frame 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 frame body (2).
3. climbing frame in king-post construction as claimed in claim 1, it is characterised in that：In the king-post construction climbing frame further include hang it is flat
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) further includes
Adjust screw (43), the rotation for adjusting screw (43) and being used to limit 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) further includes
Attached wall supports (44), and attached wall support (44) is arranged on the 3rd space truss system (41) and has constructed the king-post (6) of part
Between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721392563.5U CN207332305U (en) | 2017-10-26 | 2017-10-26 | Climbing frame in a kind of king-post construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721392563.5U CN207332305U (en) | 2017-10-26 | 2017-10-26 | Climbing frame in a kind of king-post construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207332305U true CN207332305U (en) | 2018-05-08 |
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ID=62363337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721392563.5U Active CN207332305U (en) | 2017-10-26 | 2017-10-26 | Climbing frame in a kind of king-post construction |
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| Country | Link |
|---|---|
| CN (1) | CN207332305U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700819A (en) * | 2017-10-26 | 2018-02-16 | 中铁大桥局集团第八工程有限公司 | Climbing frame and the king-post construction method using climbing frame in king-post construction in king-post construction |
| CN110644376A (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 climbing device for inclined tower column internal mold support |
-
2017
- 2017-10-26 CN CN201721392563.5U patent/CN207332305U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700819A (en) * | 2017-10-26 | 2018-02-16 | 中铁大桥局集团第八工程有限公司 | Climbing frame and the king-post construction method using climbing frame in king-post construction in king-post construction |
| CN110644376A (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 climbing device for inclined tower column internal mold support |
| CN110644376B (en) * | 2019-10-14 | 2021-04-27 | 中交武汉港湾工程设计研究院有限公司 | Automatic climbing device for inclined tower column internal mold support |
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