CN100422468C - Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure - Google Patents
Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure Download PDFInfo
- Publication number
- CN100422468C CN100422468C CNB2006102006737A CN200610200673A CN100422468C CN 100422468 C CN100422468 C CN 100422468C CN B2006102006737 A CNB2006102006737 A CN B2006102006737A CN 200610200673 A CN200610200673 A CN 200610200673A CN 100422468 C CN100422468 C CN 100422468C
- Authority
- CN
- China
- Prior art keywords
- prestressed
- span
- truss
- roof structure
- floor type
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The present invention discloses a large-span large-column distance quasi-ribbed roof type prestressed steel grid roof structure. The present invention comprises a quadrangular pyramid planar grid (1) and a prestressed spatial pipe truss (2), wherein the prestressed spatial pipe truss (2) is arranged on a support column (3) of a roof; the quadrangular pyramid planar grid (1) is connected to the prestressed spatial pipe truss (2). The present invention mainly solves the super-large-span grid structure roofs with large spans (more than or equal to 80m and less than or equal to 150m) and large column distances (more than or equal to 32m and less than or equal to 60m); the present invention has the characteristics of small steel using level, low construction cost, etc.
Description
Technical field:
The present invention relates to a kind of roof system, (huge pillar of 80m≤L≤150m) is apart from (the quasi-ribbed floor type prestressed steel grid roof structure of 32m≤a≤60m) for especially a kind of large span.
Background technology:
In the civil construction project construction, steel concrete rib type superstructure and prestressed concrete rib type superstructure are floor structural forms common in the engineering, but when the planar dimension and the post distance of building all increases by 5～8 times, and during indoor no post, if be insecure with steel concrete rib type superstructure and prestressed concrete rib type superstructure again.At present, (huge pillar of 80m≤L≤150m) is apart from (roof system of 32m≤a≤60m) generally adopt plate steel lattice structure, and must make three layers, but its steel using amount is bigger, reaches 100kg/m for this large span
2More than, construction costs is higher, is not best roof structure form.
Summary of the invention:
The objective of the invention is to: provide a kind of large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure that not only satisfies intensity, the rigidity requirement of structure but also have the characteristics that steel using amount is little, construction costs is low, to overcome the deficiencies in the prior art.
The present invention is achieved in that it comprises the quadrangular pyramid plate net support, on the support column of roof system prestressed space tube truss is housed, and the quadrangular pyramid plate net support is connected on the prestressed space tube truss.
Prestressed space tube truss is the prestressing with bond space tube truss, and it is equipped with load transfer device on the lower edge middle part of pipe truss, and two ends were fixed on the support node that winds up of pipe truss after prestressed cable was positioned at the pipe truss and passes load transfer device.
Load transfer device is made of steel case, the pull bar that is contained in the fixed pulley in the steel case and is fixed on steel case bottom.
Roof system of the present invention adopts prestressed space tube truss at the support column position, between prestressed space tube truss, adopt and just putting the quadrangular pyramid plate net support, form the quasi-ribbed floor type prestressed steel grid structure, satisfying the purpose that structural strength, rigidity and globality condition are issued to the saving steel using amount, reduce construction costs thereby reach.Wherein the mechanical model of quadrangular pyramid plate net support is " a plan sandwich slab ", and the mechanical model of prestressed space tube truss is " intending the sandwich beam ", the space lattice of this pattern is at identical load, under the identical span condition, compare with non-prestressed steel lattice, the every square meter of its steel using amount can reduce by 25～30%, has remarkable economic efficiency.
Description of drawings:
Accompanying drawing 1 is a plane structure schematic diagram of the present invention;
Accompanying drawing 2 is the plane structure schematic diagram of just putting the quadrangular pyramid plate net support of the present invention;
Accompanying drawing 3 is the structural representation of prestressing with bond space tube truss of the present invention;
Accompanying drawing 4 is the A-A sectional view of accompanying drawing 3 (being the web member layer plane and the cable wire plane of arrangement figure of prestressing with bond space tube truss of the present invention);
Accompanying drawing 5 is the structural representation of load transfer device of the present invention.
The specific embodiment:
Embodiments of the invention: as shown in Figure 1, it is by just putting quadrangular pyramid plate net support 1 and prestressed space tube truss 2 constitutes, prestressed space tube truss 2 is installed on the support column 3 of roof system, is just putting the oblique abdomen top that quadrangular pyramid plate net support 1 is connected prestressed space tube truss 2.Wherein prestressed space tube truss 2 adopts the prestressing with bond space tube truss, its structure is such: it is equipped with load transfer device 4 on the lower edge middle part of pipe truss, prestressed cable 5 is positioned at the pipe truss and passes two ends, load transfer device 4 back and is fixed on the support node that winds up of pipe truss, and wherein load transfer device 4 is made of steel case 6, the pull bar 8 that is contained in the interior fixed pulley 7 of steel case 6 and is fixed on steel case 6 bottoms.Prestressed space tube truss 2 in above-mentioned also can be according to span, and intercolumniation is selected " prestressed space tube truss structure in the lower chord tube " or " short-brace rod type expanding-chord truss structure " flexibly for use.
The present invention mainly solves large span (80m≤L≤150m), huge pillar is apart from (the super-span steel network roof system of 32m≤a≤60m), be beam with prestressed space tube truss 2 equivalences in above-mentioned, to just put 1 equivalence of quadrangular pyramid plate net support and be plate, promptly form to intend " rib type superstructure " formula prestressed steel grid roof, for the large-scale roof system of large span public building, industrial construction provides a kind of novel roof structure form.
Claims (3)
1. large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure, it comprises quadrangular pyramid plate net support (1), it is characterized in that: on the support column (3) of roof system prestressed space tube truss (2) is housed, quadrangular pyramid plate net support (1) is connected on the prestressed space tube truss (2).
2. large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure according to claim 1, it is characterized in that: prestressed space tube truss (2) is the prestressing with bond space tube truss, it is equipped with load transfer device (4) on the lower edge middle part of pipe truss, prestressed cable (5) is positioned at the pipe truss and passes two ends, load transfer device (4) back and is fixed on the support node that winds up of pipe truss.
3. large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure according to claim 2 is characterized in that: load transfer device (4) by steel case (6), be contained in the fixed pulley (7) in the steel case (6) and be fixed on pull bar (8) formation of steel case (6) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102006737A CN100422468C (en) | 2006-07-07 | 2006-07-07 | Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006102006737A CN100422468C (en) | 2006-07-07 | 2006-07-07 | Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1877037A CN1877037A (en) | 2006-12-13 |
| CN100422468C true CN100422468C (en) | 2008-10-01 |
Family
ID=37509574
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006102006737A Expired - Fee Related CN100422468C (en) | 2006-07-07 | 2006-07-07 | Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100422468C (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101942883B (en) * | 2009-07-09 | 2013-12-25 | .贵州大学 | Roof with rectangular plane, super-long span and prestressed space tube truss structure and manufacturing method |
| CN102235030B (en) * | 2010-04-26 | 2012-12-05 | 湖南大学 | Extra-large-span cross-section-variable pre-stressed normally placed evacuating quadrangular pyramid space grid and manufacturing method thereof |
| CN102235031B (en) * | 2010-04-26 | 2012-10-03 | 湖南大学 | Super-large span variable section double-layer and three-layer prestressed rib beam type net rack and making method |
| CN107795059A (en) * | 2017-11-22 | 2018-03-13 | 中冶京诚工程技术有限公司 | A kind of ribbing grid structure system |
| CN111877828A (en) * | 2020-07-24 | 2020-11-03 | 中国航空国际建设投资有限公司 | Aircraft hangar and roof structure thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86104967A (en) * | 1985-08-10 | 1987-02-11 | 清水建设株式会社 | Trussed girder and the roof trusses and the method that adopt this beam to build |
| CN1043182A (en) * | 1986-03-13 | 1990-06-20 | 斯特拉奇工业有限公司 | A kind of building structure of using truss construction |
| CN1393607A (en) * | 2001-07-03 | 2003-01-29 | 浙江大学 | Method for integrally lifting reticulated shell 'mechanism-structure' of column surface of jacking construction method |
| CN1789636A (en) * | 2005-12-22 | 2006-06-21 | 高维成 | Pulley type truss-string arc-scaffolding combined structural system |
| CN2923870Y (en) * | 2006-07-07 | 2007-07-18 | 贵州大学 | Large-span large-pillar-distance quasi-rib type building-cover type prestress steel-grid roofing |
-
2006
- 2006-07-07 CN CNB2006102006737A patent/CN100422468C/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86104967A (en) * | 1985-08-10 | 1987-02-11 | 清水建设株式会社 | Trussed girder and the roof trusses and the method that adopt this beam to build |
| CN1043182A (en) * | 1986-03-13 | 1990-06-20 | 斯特拉奇工业有限公司 | A kind of building structure of using truss construction |
| CN1393607A (en) * | 2001-07-03 | 2003-01-29 | 浙江大学 | Method for integrally lifting reticulated shell 'mechanism-structure' of column surface of jacking construction method |
| CN1789636A (en) * | 2005-12-22 | 2006-06-21 | 高维成 | Pulley type truss-string arc-scaffolding combined structural system |
| CN2923870Y (en) * | 2006-07-07 | 2007-07-18 | 贵州大学 | Large-span large-pillar-distance quasi-rib type building-cover type prestress steel-grid roofing |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1877037A (en) | 2006-12-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100451263C (en) | Bidirectional steel-stacked plate concrete composite building roof | |
| CN103225360A (en) | Light and heat insulation roof board or floor slab | |
| CN109797651B (en) | Flat combined box girder with corrugated steel plate inner mold | |
| CN100422468C (en) | Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure | |
| CN102704569A (en) | Multilayer large-span assembling integral type space steel grid building structure and manufacturing method | |
| CN2923870Y (en) | Large-span large-pillar-distance quasi-rib type building-cover type prestress steel-grid roofing | |
| CN104929290A (en) | Large-span reinforced concrete orthogonal-diagonal open-web floor and manufacturing method thereof | |
| CN201747060U (en) | Assembly type formwork truss support | |
| CN1219955C (en) | Construction method of large span building roof or floor of building and its double lattice beam structure | |
| CN201972417U (en) | Lightweight wood structure roof system | |
| CN102235030B (en) | Extra-large-span cross-section-variable pre-stressed normally placed evacuating quadrangular pyramid space grid and manufacturing method thereof | |
| CN202831751U (en) | Two-way dense rib type storage pocket barricade | |
| CN202227480U (en) | Floor roof connection structure of light-steel house | |
| CN203821596U (en) | Assembled house system built by prefabricated slabs | |
| CN106121110A (en) | Large span narrow long type concrete comb shape hollow sandwich panel ceiling for storied building and manufacture method | |
| CN202577580U (en) | Multilayer longspan assembled integral space steel grid building structure | |
| CN201201304Y (en) | Special truss rib and precast slab for precast concrete slab | |
| CN102418414A (en) | Long-slab-span prefabricated beam floor formwork system | |
| CN206144237U (en) | Prefabricated assembled large -scale steel structure rectangle storehouse and rectangle crowd storehouse | |
| CN112922207A (en) | Concrete one-way laminated slab with exposed slab net frame at bottom | |
| CN201443161U (en) | High-span roofing space pipe truss structure for heavy industry | |
| CN207314518U (en) | One kind is exempted to support layered assembling type steel structure | |
| CN202047419U (en) | Foundation bottom plate with column cap of beamless underground parking garage | |
| CN220578785U (en) | Large-scale roofing of existing building transformation engineering hangs | |
| CN201722773U (en) | Super-long span variable cross-section prestress normally-placed evacuating quadrangular pyramid net rack |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081001 Termination date: 20160707 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |