CN212053673U - Tower construction operation platform of dome - Google Patents
Tower construction operation platform of dome Download PDFInfo
- Publication number
- CN212053673U CN212053673U CN201922212654.1U CN201922212654U CN212053673U CN 212053673 U CN212053673 U CN 212053673U CN 201922212654 U CN201922212654 U CN 201922212654U CN 212053673 U CN212053673 U CN 212053673U
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Abstract
The utility model provides a tower construction operation platform of dome, including the full hall frame of bottom sprag, the cross girder steel base has been laid to the upper end of the full hall frame of bottom sprag, the lower extreme of the standard festival body of the tower of vertical setting is fixed in on the cross girder steel base, the upper end of standard festival body of the tower is fixed with along the construction operation platform of horizontal setting, the standard festival body of the tower is gone up and is provided with multiunit wire rope and stabilizes the cable along vertical distribution, two at least wire rope of every group stabilize the cable, wherein the one end that two wire rope stabilized the cable is fixed in the relative both sides of standard festival body of the tower symmetrically, wire rope stabilizes the cable and straightens, and the other end that two wire rope stabilized the cable is fixed in on the wall. The method solves the problems that the existing dome construction method needs a large amount of steel pipes and manpower for building, the construction period is long, the steel pipe lease and labor cost are high, the danger of tall and big formwork is high, and the like. Belongs to the technical field of building construction.
Description
Technical Field
The utility model relates to a tower construction operation platform of dome belongs to the construction field.
Background
Along with the rapid growth of national economy, the building industry has gained vigorous development, various high and large building stories do not come out, large-scale lighting domes are designed in numerous large-scale markets to meet the requirements of indoor comfort and lighting, such domes are often directly communicated from top to bottom, a full-frame operation platform is often erected for construction in the past, a large number of steel pipes and manpower are often required for erection, the construction period is long, steel pipe lease and labor cost are high, high and large formwork supporting dangers are large, and the potential safety hazards in the field are more.
Disclosure of Invention
The utility model aims to provide a: the dome tower type construction operation platform is provided to solve the problems that a large amount of steel pipes and manpower are needed for building the existing dome construction method, the construction period is long, steel pipe lease and labor cost are high, and danger of high and large formwork supporting is high.
In order to solve the problems, the dome tower type construction operation platform is supposed to be adopted and comprises a bottom supporting full frame, a cross-shaped steel beam base is laid at the upper end of the bottom supporting full frame, the lower end of a standard section tower body which is vertically arranged is fixed on the cross-shaped steel beam base, the upper end of the standard section tower body is fixed with the construction operation platform which is horizontally arranged, a plurality of groups of steel wire rope stabilizing ropes are vertically distributed on the standard section tower body, at least two steel wire rope stabilizing ropes are arranged in each group, one ends of the two steel wire rope stabilizing ropes are symmetrically fixed on the two opposite sides of the standard section tower body, the steel wire rope stabilizing ropes are straightened, and the other ends of the two steel wire rope stabilizing ropes are fixed on walls or steel bars on the two sides of the.
In the dome tower type construction operation platform, the cross-shaped steel beam base is a cross-shaped base steel beam, four end parts of the cross-shaped base steel beam are all erected and fixed at the upper end of the bottom support full frame, and base steel backing plates are padded at the lower sides of the four end parts of the cross-shaped base steel beam;
in the dome tower type construction operation platform, base concrete is poured on the upper end of the bottom support full frame along the transverse direction, and four end parts of the cross-shaped base steel beam are erected and fixed on the base concrete;
in the dome tower type construction operation platform, a platform square steel inclined strut is arranged between the construction operation platform and the upper end of the standard section tower body.
Compared with the prior art, the utility model discloses can directly be under construction on construction completion back ground or concrete face, the material only part H shaped steel and tower crane mark festival, circulated used repeatedly, compare with the conventional art, the utility model discloses can shorten the time limit for a project, practice thrift manual work and material cost, can reduce simultaneously and set up the influence to peripheral construction because of the support body, only need guarantee basic bearing capacity, strengthen bolted connection, guarantee that stable cable is fixed can, will practice thrift the labour like this, reduce construction cost, improved the efficiency of dome steel construction greatly.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic plan view of a cross-shaped steel beam base;
FIG. 3 is a schematic structural view of a concrete connection node between the end of the cross steel beam base and the base.
Detailed Description
To further clarify the objects, technical solutions and advantages of the present invention, a more particular description of the invention will be rendered by reference to the appended drawings, which are illustrated in the appended drawings.
Examples
Referring to fig. 1 to 3, the embodiment provides a dome tower type construction operation platform, which comprises a bottom support full hall frame 1, a cross steel beam base 2 is laid at the upper end of the bottom support full hall frame 1, the lower end of a standard section tower body 3 arranged vertically is fixed on the cross steel beam base 2, a construction operation platform 4 arranged horizontally is fixed at the upper end of the standard section tower body 3, a platform square steel inclined strut 9 is arranged between the construction operation platform 4 and the upper end of the standard section tower body 3, a plurality of groups of steel wire rope stabilizing cables 11 are distributed vertically on the standard section tower body 3, each group of at least two steel wire rope stabilizing cables 11, wherein one end of each of the two wire rope stabilizing cables 11 is symmetrically fixed on the two opposite sides of the standard section tower body 3, the wire rope stabilizing cables 11 are straightened, and the other ends of the two steel wire rope stabilizing cables 11 are fixed on the wall bodies or the steel bars at the two sides of the standard section tower body 3.
The upper end of the full hall frame of bottom sprag 1 is along transversely pouring base concrete 10, and cross girder steel base 2 is cross basic girder steel, and four tip of cross basic girder steel are all set up and are fixed in on base concrete 10, and the downside of four tip of cross basic girder steel all fills up and is equipped with basic steel backing plate 5.
The specific construction steps of the dome tower construction operation platform shown in fig. 1 to 3 are as follows: firstly, judging whether the bearing capacity of the foundation meets the requirement according to the actual situation of the site foundation, if the foundation is erected at the upper part of a top plate of a basement, adding a lower support for jacking, and then constructing a bottom support full frame 1 and a cross steel beam base 2 at the upper part.
After the construction of the cross steel beam base 2 is completed, the construction of a standard section tower body 3 is started, the cross steel beam base 2 needs to be fastened by high-strength bolts, the installation of the tower body is the same as that of a tower crane standard section, and four corners of each layer are provided with the cross steel beam bases
The steel wire rope stabilizing rope 11 is fixed layer by layer.
When the construction operation platform 4 is erected to the designed elevation, the construction operation platform 4 on the upper portion is constructed, the platform is formed by welding profile steel meeting the requirements through calculation and is reliably connected with the tower body, and platform square steel inclined struts 9 are arranged on the lower sides of the platform respectively to guarantee the stability of the platform.
And after the construction is finished, checking the verticality of the tower body, wherein the standard is the same as the verticality of the tower crane, checking and accepting all the construction, putting the construction into use, and periodically detecting and checking the construction.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (4)
1. A dome tower construction operation platform which is characterized in that: including bottom sprag full hall frame (1), cross girder steel base (2) have been laid to the upper end of bottom sprag full hall frame (1), the lower extreme of standard festival body of the tower (3) along vertical setting is fixed in on cross girder steel base (2), the upper end of standard festival body of the tower (3) is fixed with along horizontal construction operation platform (4) that set up, be provided with multiunit wire rope and stabilize cable (11) along vertical distribution on standard festival body of the tower (3), two at least wire rope of every group stabilize cable (11), wherein the one end of two wire rope stabilize cable (11) is fixed in the relative both sides of standard festival body of the tower (3) symmetrically, wire rope stabilize cable (11) straighten, and the other end of two wire rope stabilize cable (11) is fixed in on the wall body or the reinforcing bar of standard festival body of the tower (3) both sides.
2. The dome tower construction operation platform of claim 1, wherein: the cross girder steel base (2) is cross basic girder steel, and four tip of cross basic girder steel all set up the upper end that is fixed in the full hall frame of bottom sprag (1), and the downside of four tip of cross basic girder steel all fills up and is equipped with basic steel backing plate (5).
3. The dome tower construction operation platform of claim 2, wherein: the upper end of the bottom-supported full hall frame (1) is transversely poured with base concrete (10), and four end parts of the cross-shaped basic steel beam are erected and fixed on the base concrete (10).
4. The dome tower construction operation platform of claim 3, wherein: and a platform square steel inclined strut (9) is arranged between the construction operation platform (4) and the upper end of the standard section tower body (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922212654.1U CN212053673U (en) | 2019-12-11 | 2019-12-11 | Tower construction operation platform of dome |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922212654.1U CN212053673U (en) | 2019-12-11 | 2019-12-11 | Tower construction operation platform of dome |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212053673U true CN212053673U (en) | 2020-12-01 |
Family
ID=73512391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922212654.1U Expired - Fee Related CN212053673U (en) | 2019-12-11 | 2019-12-11 | Tower construction operation platform of dome |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212053673U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585761A (en) * | 2021-09-09 | 2021-11-02 | 中建八局南方建设有限公司 | Construction platform structure of ultrahigh dome structure and construction method thereof |
| CN114482564A (en) * | 2022-02-17 | 2022-05-13 | 中国建筑第二工程局有限公司 | Elliptical daylighting roof mounting and supporting structure and construction method thereof |
| CN114991439A (en) * | 2022-03-14 | 2022-09-02 | 中建八局新型建造工程有限公司 | Ultrahigh large-span umbrella-shaped support combination system and construction method thereof |
-
2019
- 2019-12-11 CN CN201922212654.1U patent/CN212053673U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585761A (en) * | 2021-09-09 | 2021-11-02 | 中建八局南方建设有限公司 | Construction platform structure of ultrahigh dome structure and construction method thereof |
| CN114482564A (en) * | 2022-02-17 | 2022-05-13 | 中国建筑第二工程局有限公司 | Elliptical daylighting roof mounting and supporting structure and construction method thereof |
| CN114991439A (en) * | 2022-03-14 | 2022-09-02 | 中建八局新型建造工程有限公司 | Ultrahigh large-span umbrella-shaped support combination system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201201 Termination date: 20211211 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |