CN104674947A - Manufacturing, mounting and constructing technology of GRC integrated dome - Google Patents
Manufacturing, mounting and constructing technology of GRC integrated dome Download PDFInfo
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- CN104674947A CN104674947A CN201410276715.XA CN201410276715A CN104674947A CN 104674947 A CN104674947 A CN 104674947A CN 201410276715 A CN201410276715 A CN 201410276715A CN 104674947 A CN104674947 A CN 104674947A
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- dome
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to the manufacturing, mounting and constructing technology of a GRC integrated dome and belongs to the technical field of dome construction in European style building construction. The manufacturing, mounting and constructing technology is characterized in that modeling is performed on a flat roof through measuring, a conical steel frame is manufactured to serve as the framework of the dome while multiple GRC dome boards are machined in a back field, the GRC dome boards are transported to a construction site after the framework and the GRC dome boards are made, the GRC dome boards are hoisted to be spliced with the framework, joint grouting is performed, and European style dome construction is completed.
Description
Technical field
The invention belongs to the technical field of dome construction in European Architecture construction, be applicable to a kind of construction technology of all kinds of European dome.
Background technology
Under the economic setting of social high speed development, various forms of building constantly occurs at home, and the form of structure of European dome is also seen everywhere.
Current building trade adopts reinforced concrete cast-in-situ construction technology to the construction of European dome always, this technology first need make assembling reinforcement in template after vault section mould plate, after reinforcing bar binding completes, concreting (every layer height about 40 centimetres is carried out in layering from the bottom to top again,), an overall dome need be divided into 5 layers to build to 10 layers, and every layer is built and need wait for that last layer is concrete and solidify.Etc. whole dome concrete maintaining after 28 days, then carry out a lot of operation of facing decoration construction.Therefore to there is working procedure loaded down with trivial details for this technology; DU Duration is long; Cost is high; Overall process completes all at the scene, and construction quality is difficult to the defects such as control.
Summary of the invention
In order to overcome, construction is loaded down with trivial details, time duration long, high cost constructional deficiency, and I takes charge of and adopt new material glass fiber reinkorced concrete (GRC) to make dome.This technology first on flat roof deck or circular collar tie beam, makes surveying setting-out, makes welding taper steelframe (see diagram 1) according to the size measured; While making taper steelframe, carry out the making colouring of the integrated dome plate of GRC in back court workshop.It is according to on-the-spot taper steelframe size that GRC integrated dome plate makes, whole dome surface layer is on average divided into 6 pieces (as dome size also may be partitioned into 8 pieces comparatively greatly) by cutting watermelon shape, by 3D fabrication techniques one piece of dome blocky model, the plate of the integrated dome of GRC is built in model, the demoulding is carried out again after dome plate solidifies, make the plate of 6 pieces of integrated domes of GRC with legal system, finally unify to show signs of anger to the integrated dome plate of GRC.Now on-the-spot taper steelframe is also corresponding completes, and integrated for the GRC made dome plate is transported to scene, carries out lifting spicing forming type (see diagram 2).
This invention have employed the integrated construction concept of back court processing site, has met the rule of development in epoch, has complied with the scientific and technical innovation requirement of the on-the-spot integrated assembling of element factoryization of builing industry.The utilization of this technology greatly reduces the workload of job site, and the quality of product more can be guaranteed at the integrated dome plate of factory process GRC, construction period also shortens half, reduce construction costs, simultaneously because decreasing the workload at scene thus reducing the security incident probability of happening of job site.
Accompanying drawing explanation
What accompanying drawing 1 described is the sectional drawing of GRC integrated dome internal steel structural style; What accompanying drawing 2 described is the elevation of the integrated dome appearance style of GRC.
Claims (3)
1. make the internal construction of taper steelframe as dome.
2. use glass fiber reinkorced concrete (GRC) material to make dome surface layer.
3. dome plane materiel is divided into 6-8 block by cutting watermelon form, in back court processing, is transported to on-site consolidation shaping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410276715.XA CN104674947A (en) | 2014-06-20 | 2014-06-20 | Manufacturing, mounting and constructing technology of GRC integrated dome |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410276715.XA CN104674947A (en) | 2014-06-20 | 2014-06-20 | Manufacturing, mounting and constructing technology of GRC integrated dome |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104674947A true CN104674947A (en) | 2015-06-03 |
Family
ID=53310492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410276715.XA Pending CN104674947A (en) | 2014-06-20 | 2014-06-20 | Manufacturing, mounting and constructing technology of GRC integrated dome |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104674947A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1415809A (en) * | 2002-12-30 | 2003-05-07 | 徐国彬 | Dome structure stretched by strengthen flexible rigging |
| CN1480602A (en) * | 2003-07-25 | 2004-03-10 | 大连天座建筑艺术装饰工程有限公司 | Steel structured dome and its manufacture and installation method |
| CN103255866A (en) * | 2013-05-15 | 2013-08-21 | 中建八局大连建设工程有限公司 | Manufacturing method of roof circular arc-shaped dome structure |
| CN103615046A (en) * | 2013-12-11 | 2014-03-05 | 中国建筑装饰集团有限公司 | Hyperbolic circular arc wood dome and construction and installation method thereof |
-
2014
- 2014-06-20 CN CN201410276715.XA patent/CN104674947A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1415809A (en) * | 2002-12-30 | 2003-05-07 | 徐国彬 | Dome structure stretched by strengthen flexible rigging |
| CN1480602A (en) * | 2003-07-25 | 2004-03-10 | 大连天座建筑艺术装饰工程有限公司 | Steel structured dome and its manufacture and installation method |
| CN103255866A (en) * | 2013-05-15 | 2013-08-21 | 中建八局大连建设工程有限公司 | Manufacturing method of roof circular arc-shaped dome structure |
| CN103615046A (en) * | 2013-12-11 | 2014-03-05 | 中国建筑装饰集团有限公司 | Hyperbolic circular arc wood dome and construction and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150603 |
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| WD01 | Invention patent application deemed withdrawn after publication |