CN202164731U - Beam string of plane heavy roof - Google Patents
Beam string of plane heavy roof Download PDFInfo
- Publication number
- CN202164731U CN202164731U CN2011201864050U CN201120186405U CN202164731U CN 202164731 U CN202164731 U CN 202164731U CN 2011201864050 U CN2011201864050 U CN 2011201864050U CN 201120186405 U CN201120186405 U CN 201120186405U CN 202164731 U CN202164731 U CN 202164731U
- Authority
- CN
- China
- Prior art keywords
- roof
- beam structure
- plane
- string beam
- lower edge
- 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
Abstract
The utility model discloses a beam string of a plane heavy roof. Lower string stay cables (5) are downwards connected at two sides of a beam frame (2), a steel cable (1) is connected at the bottom ends of the adjacent lower string stay cables (5), and two ends of the steel cable (1) are connected with two ends of the beam frame (2).The pull resistance of a high-strength steel cable is fully utilized, the structure stressing performance is improved, a whole self-balancing system is formed, the construction is simple, the stress is reasonable, the manufacture and transportation are convenient, the overall rigidity of the structure is greatly improved, and the size of section is obviously reduced.
Description
Technical field
The utility model relates to the heavy type of International Classification of Patents patent classification E04B buildings in general constructing apparatus and correlation technique, especially concreting and opens string beam technical field, and especially the heavy roof system in plane is opened the string beam.
Background technology
In the known technology, tension string beam structure is to be proposed by Nihon University professor M.Saitoh the earliest, is a kind of novel hybridization roof system that is different from traditional structure.Tension string beam structure be a kind of by stiffening member wind up, flexible cable, centre connect the combination construction system that forms with strut, it is a kind of novel self equilibrium systems that its structure is formed, and is a kind of large-span prestressed space structures system.Tension string beam structure can be divided into plane tension string beam structure and space tension string beam structure by stressed; The plane tension string beam structure is meant that its structural element is positioned at same plane, and with stressed in the plane be master's tension string beam structure.The plane tension string beam structure can be divided into three kinds of citation forms according to the shape of last chord member: linear pattern is opened the string beam, arch is opened string beam, chevron shaped tension string beam structure.The linear pattern tension string beam structure is mainly used in floor slab structure and light grade roof structure, the arch tension string beam structure given full play to wind up encircle stressed advantage, be applicable to the roof structure of large span, chevron shaped tension string beam structure is applicable to the two sloping roof structure that span is less.The space tension string beam structure is to be the basic composition unit with the plane tension string beam structure, through the formed tension string beam structure of multi-form spatial placement.The space tension string beam structure mainly contains unidirectional tension string beam structure, two-way tension string beam structure, multidirectional tension string beam structure, radiant type tension string beam structure.Unidirectional tension string beam structure has guaranteed out-of-plane stability owing to be provided with the space-load system that the longitudinal bracing rope forms, and is applicable to the roof structure of rectangle plane.Two-way tension string beam structure has formed vertical and horizontal space-load system because crossing plane is opened the string beam resiliency supported is provided each other, and this structure is applicable to multiple plane roof structures such as rectangle, circle, ellipse.Multidirectional tension string beam structure is the space-load system that the plane tension string beam structure forms along a plurality of direction arranged crosswise, and this form of structure is applicable to the roof structure of circular and polygon plane.The radiant type tension string beam structure be by central authorities by the radial placement beam that winds up, the space-load system that strut is connected to form with the hoop rope is set under the beam, be applicable to the roof structure of circular flat or elliptic plane.The prestressed applying method of Prestressed Space steel work has two kinds usually.A kind of is directly to apply external force at prestressed cable, bar, thereby can improve structural stress state, causes redistribution of internal force, or forms a kind of new form of structure with the state of doing in certain; Another kind is to have built the space structures bearing discrepancy in elevation through adjustment, changes the size of bearing reaction, thereby structural internal force is heavily distributed, and reaches prestressed purpose.The material of prestressed cable, bar is divided into carbon steel rope, steel strand vang and rod iron usually.
The prestressing force beam string structure structure is as a kind of system of structure-bearing efficiently, by various construction projects particularly the roof system of large-span space structure adopt.
Tension string beam structure is the large-span prestressed steel work that grows up recent years, the new structure that is combined by string, strut and bending component.It has made full use of the overall structure stress performance that the high pull resistance of wringing has improved structure, becomes reasonable stress, makes convenient transportation, the simple self equilibrium systems of constructing, and is to have that applications well is worth and the new structure of prospect.Owing to prestressed introduction, the integral rigidity of structure improves greatly in tension string beam structure, and the size in cross section has obtained significantly reducing, but the stability of structure problem still can not be ignored.China's large span tension string beam structure has just begun to adopt.Its representative engineering is Pudong International Airport in Shanghai terminal steel roof truss that has completed for use and the Guangzhou international conference exhibition center exhibit halls steel roof truss of building.The stability problem of tension string beam structure can be divided into two types, and one type is the local stability of structure, and another kind of is the resistance to overturning of structure.The resistance to overturning of structure can be divided into resistance to overturning and the out-of-plane resistance to overturning in the plane again.
Light-duty string beam construction technology is comparatively ripe at home; Existence because of the heavy concrete floor in plane; Construction technology research for people's roof system on the heavy type of plane is less; Open the arrangement form that the string beam adopts the inverted triangle web member, wind up and adopt two parallel H Steel section members as the press-bending rod member, and corresponding with it be that a lower edge receives drag-line.The research of its construction technology still belongs to rare at home, no pertinent literature report.
Summary of the invention
The purpose of the utility model provides the heavy roof system tension string beam structure technology in a kind of plane.
Realize that the measure of the utility model goal of the invention comprises: connect the lower edge drag-line downwards in the roof beam structure both sides, adjacent lower edge drag-line bottom connects cable wire, and the cable wire two ends are connected with the roof beam structure two ends.
The advantage of the utility model is: made full use of the pull resistance of strand spiral rope, improved structure tension performance, constituted whole self equilibrium systems, construction is simple, and reasonable stress is made convenient transportation, and the integral rigidity of structure improves greatly, and sectional dimension obviously reduces.
Description of drawings
Fig. 1 is the utility model structural representation
Reference numeral: cable wire 1, roof beam structure 2, strut 3, upper cord member 4, lower edge drag-line 5.
The specific embodiment
Below in conjunction with specific embodiment, describe:
Connect lower edge drag-line 5 downwards in roof beam structure 2 both sides, adjacent lower edge drag-line 5 bottoms connect cable wire 1, and cable wire 1 two ends are connected with roof beam structure 2 two ends.
2 in roof beam structure connects upper cord member 4, and upper cord member 4 two ends are connected with one group of lower edge drag-line 5 upper end respectively, and these group lower edge drag-line 5 bottoms are connected with cable wire 1.
2 in roof beam structure connects strut 3, and roof beam structure 2 constitutes the Pin beam with strut 3, and strut 3 is vertical with roof beam structure 2, and strut 3 is parallel with upper cord member 4.
The lower edge drag-line 5 bottom interconnections that the upper end connects same upper cord member 4 respectively are in cable wire 1.
Through strut 3 roof beam structure 2 and strand spiral rope 1 are combined; The plane of winding up is the heavy roofing of last people; Upper cord member 4 is connected by two oblique square steel pipe compression web members with lower edge drag-line 5, and lower edge drag-line 5 then is divided into two drag-lines in the end of tension string beam structure and is connected with upper cord member 4 respectively.
The utility model is when making, and for 24 Pin, the heavy roof system in 36 meters planes of span is opened string beam system, field by using " twice stretch-draw completion, local adjustment of later stage " stretching construction technology.
The utility model is implemented the prestressed stretch-draw of rational and effective; According to structure types, solve stable problem, overall structure is comparatively regular attractive in appearance; Take all factors into consideration the prestressing force mode that applies, prestressing force moulding order; Confirm the construction simulation state of stretching-drawing structure in advance, thereby guarantee design philosophy implementing smoothly and exactly in actual engineering to greatest extent, guarantee the reasonability and the safety of structure of work progress to greatest extent.
In above embodiment, do not reach the technology such as manufacturing, installation and operation of narration, and the employing prior aries such as other necessary technologies that relate to enforcement, enumerate detailed description no longer successively.
Claims (4)
1. the heavy roof system in plane is opened the string beam, it is characterized in that connecting lower edge drag-line (5) downwards in roof beam structure (2) both sides, and adjacent lower edge drag-line (5) bottom connects cable wire (1), and cable wire (1) two ends are connected with roof beam structure (2) two ends.
2. the heavy roof system in plane as claimed in claim 1 is opened the string beam, it is characterized in that, connects upper cord member (4) between roof beam structure (2), and upper cord member (4) two ends are connected with one group of lower edge drag-line (5) upper end respectively, and this group lower edge drag-line (5) bottom is connected with cable wire (1).
3. the heavy roof system in plane as claimed in claim 1 is opened the string beam, it is characterized in that, connects strut (3) between roof beam structure (2), and roof beam structure (2) constitutes the Pin beam with strut (3), and strut (3) is vertical with roof beam structure (2), and strut (3) is parallel with upper cord member (4).
4. the heavy roof system in plane as claimed in claim 2 is opened the string beam, it is characterized in that the upper end connects lower edge drag-line (5) the bottom interconnection of same upper cord member (4) respectively in cable wire (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201864050U CN202164731U (en) | 2011-06-03 | 2011-06-03 | Beam string of plane heavy roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201864050U CN202164731U (en) | 2011-06-03 | 2011-06-03 | Beam string of plane heavy roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202164731U true CN202164731U (en) | 2012-03-14 |
Family
ID=45800569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201864050U Expired - Fee Related CN202164731U (en) | 2011-06-03 | 2011-06-03 | Beam string of plane heavy roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202164731U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320605A (en) * | 2016-08-17 | 2017-01-11 | 范艺安 | Novel anti-destabilization beam string structure and construction method thereof |
| CN112942365A (en) * | 2021-01-29 | 2021-06-11 | 江苏三力岩土科技有限公司 | Combined large-span deep foundation pit prestressed steel supporting system |
-
2011
- 2011-06-03 CN CN2011201864050U patent/CN202164731U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320605A (en) * | 2016-08-17 | 2017-01-11 | 范艺安 | Novel anti-destabilization beam string structure and construction method thereof |
| CN112942365A (en) * | 2021-01-29 | 2021-06-11 | 江苏三力岩土科技有限公司 | Combined large-span deep foundation pit prestressed steel supporting system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104847017B (en) | A kind of prestressing force industry stock ground canopy structure and construction method | |
| CN106193306B (en) | A kind of long-span hangar fringe truss prestressed structural systems and its construction method | |
| CN102653965B (en) | High-redundancy beam-string truss structure and implementation method | |
| CN105804247B (en) | A kind of ridge burr supports cable dome structure | |
| CN204781326U (en) | Novel prestressing force industry stock ground cover shed structure | |
| CN103243804A (en) | Pre-stressed combined frame of thin wall section steels and concrete, and construction method thereof | |
| CN201738496U (en) | Concrete beam string structure | |
| CN102330470B (en) | Single-layer prestressing frame structure | |
| CN101285329B (en) | Suspendome concrete integrated floor structure and construction method thereof | |
| CN202164731U (en) | Beam string of plane heavy roof | |
| CN102235030B (en) | Extra-large-span cross-section-variable pre-stressed normally placed evacuating quadrangular pyramid space grid and manufacturing method thereof | |
| CN107419806B (en) | Large-span X-shaped grid three-dimensional string structure system and construction method thereof | |
| CN2923870Y (en) | Large-span large-pillar-distance quasi-rib type building-cover type prestress steel-grid roofing | |
| CN100422468C (en) | Large-span large-column distance quasi-ribbed floor type prestressed steel grid roof structure | |
| CN109629691B (en) | Single-layer inner-ring-free crossed cable supporting structure | |
| CN106869390B (en) | A kind of Hyperbolic vaulted roof plate girder construction of string formula | |
| CN217106220U (en) | Lifting device for large-scale space steel truss girder | |
| CN102808515A (en) | Construction method of planar heavy roof beam string structure | |
| CN202324281U (en) | Latticed steel truss ceiling structure of large-span underground workshop of hydropower station | |
| CN201753475U (en) | Steel grid structure of strut-framed prestress orthogonal space pipe truss | |
| CN201236413Y (en) | Continuous beam string structure | |
| CN104805902B (en) | It is a kind of to improve the structure of hangar stress performance | |
| CN201560495U (en) | Novel ground cable-arch structure | |
| CN201502119U (en) | Suspended cylindrical shell structure | |
| CN201460020U (en) | Plane mesh chord supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120314 Termination date: 20200603 |