CN104088362A - Spherical building - Google Patents
Spherical building Download PDFInfo
- Publication number
- CN104088362A CN104088362A CN201310756767.2A CN201310756767A CN104088362A CN 104088362 A CN104088362 A CN 104088362A CN 201310756767 A CN201310756767 A CN 201310756767A CN 104088362 A CN104088362 A CN 104088362A
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- Prior art keywords
- reinforcing steel
- circular
- foundation
- reinforcing bar
- arc
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Abstract
The invention discloses a spherical building and aims to solve the problems of flood preventing and earthquake resistance. The technical scheme of the spherical building disclosed by the invention for solving the problems is characterized by comprising the following steps: digging a hemispherical foundation pit in the foundation; pouring a certain number of parallel and equally-spaced arc-shaped foundation trenches in the foundation pit; bundling a certain number of circular reinforcing steel structural columns; preparing some reinforcing steel for bundling circular ring beams; producing some cambered surface mold plates and some steel frames for supporting the cambered surface mold plates; placing the bundled circular reinforcing steel structural columns into the arc-shaped foundation trenches properly by using a piece of large lifting equipment; enclosing all structural columns by surrounding the peripheries of the structural columns by using the prepared ring beam reinforcing steel; erecting reinforcing steel beams and reinforcing steel plates on proper ring beams; erecting a stair reinforcing steel frame at a proper place of a beam; supporting the mold plates; pouring, and finally forming the spherical building.
Description
Technical field: work use, civilian, commercial building construction.
Background technology: " what take life by force is building, instead of natural and man-made calamities ", the shockproof flood control and disaster relief ability of building structure is put to the world again shrilly.After Tangshan Earthquake, building circle is moved in good time, and antidetonation flood fighting neotectonicss such as " constructional columns " and " collar tie beam " is arisen at the historic moment.Wenchuan earthquake causes a large amount of house collapses impaired, and the current task of top priority is effectively to improve constructure shakeproof anti-disaster ability with simple, economic means, and this task is extremely urgent.
Summary of the invention: work use, civilian, spheroid is built up in commercial building construction, is called for short " spheroid building ".
Detailed description of the invention: dig a hemisphere face foundation ditch on ground, in this foundation ditch, build a certain amount of parallel and equally spaced arc foundation trench, a certain amount of circular reinforcing bar constructional column of colligation, prepare the reinforcing bar of the circular collar tie beam of some colligations, produce the steelframe of some cambered surface templates and some supporting arc face die plates; With large-scale lifting appliance by appropriate circular reinforcing bar constructional column good colligation being placed in this arc foundation trench, possessive construction post is enclosed around the surrounding of this constructional column with ready ring beam reinforcing steel bar again, and on applicable collar tie beam, cost reinforcing bar beam and reinforced slab, cost stair reinforced frame in the applicable place of beam; Support good this template, start to build.One " spheroid building " of final formation.
Claims (1)
1. these innovation and creation " spheroid building ": dig a hemisphere face foundation ditch on ground, in this foundation ditch, build a certain amount of parallel and equally spaced arc foundation trench, a certain amount of circular reinforcing bar constructional column of colligation, prepare the reinforcing bar of the circular collar tie beam of some colligations, produce the steelframe of some cambered surface templates and some supporting arc face die plates; With large-scale lifting appliance by appropriate circular reinforcing bar constructional column good colligation being placed in this arc foundation trench, possessive construction post is enclosed around the surrounding of this constructional column with ready ring beam reinforcing steel bar again, and on applicable collar tie beam, cost reinforcing bar beam and reinforced slab, cost stair reinforced frame in the applicable place of beam; Support good this template, start to build, finally form one " spheroid building ".
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310756767.2A CN104088362A (en) | 2013-12-31 | 2013-12-31 | Spherical building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310756767.2A CN104088362A (en) | 2013-12-31 | 2013-12-31 | Spherical building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104088362A true CN104088362A (en) | 2014-10-08 |
Family
ID=51636111
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310756767.2A Pending CN104088362A (en) | 2013-12-31 | 2013-12-31 | Spherical building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104088362A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10220066A (en) * | 1997-02-05 | 1998-08-18 | Fujikura Ltd | Base isolation structure for building |
| CN201162359Y (en) * | 2008-01-25 | 2008-12-10 | 吉林屋神工程科技开发有限公司 | Combination construction structure of double helical sphere |
| CN101619625A (en) * | 2008-07-03 | 2010-01-06 | 邹盛璋 | Self-righting spherical longitude-latitude steel structural architecture design proposal |
| CN101654962A (en) * | 2008-10-23 | 2010-02-24 | 邹海 | Antiseismic building |
| CN202273331U (en) * | 2011-09-27 | 2012-06-13 | 无锡艾德里安科技有限公司 | Building in earthquake resistant structure |
-
2013
- 2013-12-31 CN CN201310756767.2A patent/CN104088362A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10220066A (en) * | 1997-02-05 | 1998-08-18 | Fujikura Ltd | Base isolation structure for building |
| CN201162359Y (en) * | 2008-01-25 | 2008-12-10 | 吉林屋神工程科技开发有限公司 | Combination construction structure of double helical sphere |
| CN101619625A (en) * | 2008-07-03 | 2010-01-06 | 邹盛璋 | Self-righting spherical longitude-latitude steel structural architecture design proposal |
| CN101654962A (en) * | 2008-10-23 | 2010-02-24 | 邹海 | Antiseismic building |
| CN202273331U (en) * | 2011-09-27 | 2012-06-13 | 无锡艾德里安科技有限公司 | Building in earthquake resistant structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141008 |