CN201125459Y - Slanting guy cable and suspended cable combined cable hinge structure - Google Patents
Slanting guy cable and suspended cable combined cable hinge structure Download PDFInfo
- Publication number
- CN201125459Y CN201125459Y CNU2007201902041U CN200720190204U CN201125459Y CN 201125459 Y CN201125459 Y CN 201125459Y CN U2007201902041 U CNU2007201902041 U CN U2007201902041U CN 200720190204 U CN200720190204 U CN 200720190204U CN 201125459 Y CN201125459 Y CN 201125459Y
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Abstract
The composite cable hinging structure of stay cable and suspending cable of the utility model comprises: a main suspending cable, a steel structure, a back travel cable, a mast, a steel pillar, a stay bar, a sling, a stay cable and support. The steel structure is composed of two transverse long edges and two vertical short edges; a support which is sawtooth shaped or parallel is inner-hinged along the transverse long edge of steel structure; two points between the two masts are hinged by the suspending cable; two points of the masts and the steel structure are hinged by a plurality of stay cables; the main suspending cable and the steel structure are hinged by a pluarlity of slings; the four points crossed along the two transverse long edges and two vertical short edges of the steel structure are hinged with four steel pillars; the two short edges of the steel structure are hinged with stay bars; the outer side points of the stay bar are hinged with the mast upper points by the back travel cable; the structure is used for large-span industry and civic building construction and decoration structure; the structure turns the pressure bending component into pulling pressure component via hinging link; the initial stress is small.
Description
Technical field
The utility model has related to a kind of industry and civic building building and the suspension cable in decorating structure field and synthetic rope articulated structure of suspension cable of being used for, it is applied to civilian, industrial, the public and decorative architecture of large span, as stadiums, conference and exhibition center, commerce trading center, industrial premises, view etc.
Background technology
Present tiltedly drawing with the suspension cable combining structure is used for bridge more, and the steel work main body is fixed connection, produces internal force behind the tensioning cable a large amount of times, and power transmission is indeterminate, and loss of prestress is big, and steel using amount is big.
Technology contents
Goal of the invention of the present utility model is: provide a kind of and have that structure stress is clear and definite directly, loss of prestress is little, the main body steel work is not had inferior internal force and the suspension cable of saving steel using amount and the synthetic rope articulated structure of suspension cable.
In order to finish goal of the invention of the present utility model, the utility model adopts following structure:
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, it comprises: main suspension cable, steel work, back of the body drag-line, mast, steel column, strut, hoist cable, suspension cable and support, wherein: described steel work by two horizontal long limits and two longitudinally minor face form, in the horizontal long limit of steel work, be hinged with indention or parallel support, mid point along two minor faces of steel work is hinged with mast straight up, hinged between the upper extreme point of two masts by main suspension cable, hinged between the upper extreme point of two masts and the steel work by some skew cables, hinged between main suspension cable and the steel work by some hoist cables, along two of steel work horizontal long limits and two longitudinally four end points intersecting of minor face be hinged with four steel columns straight down, two minor faces of steel work are hinged with strut, and the outer point of strut is hinged by the upper extreme point of back of the body drag-line and mast;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: hinged on the node on the described horizontal long limit that is supported on steel work, adjacent node is at a distance of 2-22 rice, separately or adjacent support parallel to each other, with hinged near each node or the node separately of steel work both sides, main suspension cable is not hinged with the hinged node of suspension cable with the steel work mid portion respectively by 2-98 root hoist cable by the 1-98 skew cables for the upper extreme point of two masts;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: an end of described hoist cable and the above-mentioned node of steel work are hinged, pin joint on the other end and the main suspension cable is hinged, and pin joint evenly distributes along main suspension cable mid portion, and each pin joint and 2 or 4 hoist cables are hinged;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: the long limit of described steel work is domes, and its radian is 1-80 °, and mast line angle degree perpendicular to the ground is 0-50 °;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: the long limit of described steel work is a linear structure, mast line angle degree perpendicular to the ground is 0-50 °;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: described strut is hinged on the mid point of two minor faces of steel work, and it is downward-sloping, and the lower extreme point of its outer point and four steel columns is on same horizontal plane;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: described strut be about each two, they all are hinged on the mid point of two minor faces of steel work, one downward-sloping, the lower extreme point of its outer point and four steel columns is on same horizontal plane, another root stretches out along the plane of being formed perpendicular to mast and steel work minor face, the outer end points of two struts is hinged by downhaul, the outer end points of the strut on the plane of being formed perpendicular to mast and steel work minor face by back of the body drag-line respectively with the forward terminal of steel work, the upper extreme point of aft terminal and mast is hinged;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: described strut be about each two, they are hinged on respectively on the forward terminal and aft terminal of two minor faces of steel work, two struts are all downward-sloping, the lower extreme point of their outer point and four steel columns is on same horizontal plane, and the outer point of two struts is hinged by the upper extreme point of back of the body drag-line and mast respectively;
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable, wherein: described strut be about each four, they are hinged on respectively on the forward terminal and aft terminal of two minor faces of steel work, wherein two are downward-sloping, the lower extreme point of their outer point and four steel columns is on same horizontal plane, other two stretch out from steel work minor face forward terminal and aft terminal along the plane of being formed perpendicular to mast and steel work minor face, outer end points at two hinged struts of the forward terminal of steel work and aft terminal is hinged by downhaul respectively, the outer end points of two flat struts of being formed perpendicular to mast and steel work minor face is hinged with the upper extreme point of mast by back of the body drag-line respectively, and it is hinged also to pass through a strut between the outer end points of these two struts.
Description of drawings
Fig. 1 is the schematic diagram of the synthetic rope articulated structure of the suspension cable of the utility model first embodiment and suspension cable;
Fig. 2 is the schematic diagram of the synthetic rope articulated structure of the suspension cable of the utility model second embodiment and suspension cable;
Fig. 3 is the schematic diagram of the synthetic rope articulated structure of the suspension cable of the utility model the 3rd embodiment and suspension cable;
Fig. 4 is the schematic diagram of the synthetic rope articulated structure of the suspension cable of the utility model the 4th embodiment and suspension cable.
The synthetic rope articulated structure of suspension cable of the present utility model and suspension cable can be applicable to large span room building decoration structure; By in advance Stress provides integral rigidity to structure, by hinged connection bending component is become the tension and compression member, and structure stress is clearly direct; Loss of prestress is little; The main body steel construction there is not inferior internal force; The Saving steel amount; The combination of suspension cable of the present utility model and suspension cable The rope articulated structure can carry out many group combinations; The geometric format of this structure type, the rigidity of structure is provided by cable prestressing fully, Hinged bind mode between the steel construction main component, the balance and stability structural system that the hinged steel construction of two Pin and hoist cable rope system form is single Unit, and the many Pin version that is arranged in a combination by this unit.
The specific embodiment
First embodiment:
As shown in Figure 1, the synthetic rope articulated structure of suspension cable and suspension cable comprises: main suspension cable 1, steel work 6, back of the body drag-line 2, mast 3, steel column 5, strut 4, hoist cable 7, suspension cable 10 and support 8, steel work 6 by two horizontal long limits and two longitudinally minor face form, in the horizontal long limit of steel work 6, be hinged with indention or parallel support 8, support 8 is hinged on the node on the horizontal long limit of steel work 6, adjacent node is at a distance of 2-22 rice, separately or adjacent support 8 parallel to each other, mid point along two minor faces of steel work 6 is hinged with mast 3 straight up, hinged between the upper extreme point of two masts 3 by main suspension cable 1, the upper extreme point of two masts 3 is hinged with each node or node separately near steel work 6 both sides by 1-98 skew cables 10, main suspension cable 1 is not hinged with the hinged node of suspension cable 10 with steel work 6 mid portions respectively by 2-98 root hoist cable 7, one end of hoist cable 7 and the above-mentioned node of steel work 6 are hinged, pin joint on the other end and the main suspension cable 1 is hinged, pin joint evenly distributes along main suspension cable 1 mid portion, each pin joint and 2 or 4 hoist cables 7.The long limit of steel work 6 is straight line or domes, and the radian of domes is 1-80 °, and mast line angle degree perpendicular to the ground is 0-50 °.Along two of steel work 6 horizontal long limits and two longitudinally four end points intersecting of minor face be hinged with four steel columns 5 straight down.Strut 4 is hinged on the mid point of two minor faces of steel work 6, and it is downward-sloping, and the lower extreme point of its outer point and four steel columns 5 is on same horizontal plane, and the upper extreme point of the outer point of strut 4 and mast 3 is hinged.
Second embodiment:
As shown in Figure 2, second embodiment and first embodiment are basic identical, something in common is not repeated, institute's difference is: described strut 4 be about each two, they all are hinged on the mid point of two minor faces of steel work 6, one downward-sloping, the lower extreme point of its outer point and four steel columns 5 is on same horizontal plane, another root stretches out along the plane of forming perpendicular to mast 3 and steel work 6 minor faces, the outer end points of two struts 4 is hinged by downhaul 9, the outer end points of the strut 4 on the plane of forming perpendicular to mast 3 and steel work 6 minor faces by back of the body drag-line 2 respectively with the forward terminal of steel work 6, the upper extreme point of aft terminal and mast 3 is hinged.
The 3rd embodiment:
As shown in Figure 3, the 3rd embodiment and first embodiment are basic identical, something in common is not repeated, institute's difference is: strut 4 be about each two, they are hinged on respectively on the forward terminal and aft terminal of two minor faces of steel work 6, two struts 4 are all downward-sloping, and the lower extreme point of their outer point and four steel columns 5 is on same horizontal plane, and the outer point of two struts 4 is hinged with the upper extreme point of mast 3 respectively.
The 4th embodiment:
As shown in Figure 4, the 4th embodiment and first embodiment are basic identical, something in common is not repeated, institute's difference is: strut 4 be about each four, they are hinged on respectively on the forward terminal and aft terminal of two minor faces of steel work 6, wherein two are downward-sloping, the lower extreme point of their outer point and four steel columns 5 is on same horizontal plane, other two stretch out from steel work 6 minor face forward terminals and aft terminal along the plane of forming perpendicular to mast 3 and steel work 6 minor faces, outer end points at two hinged struts 4 of the forward terminal of steel work 6 and aft terminal is hinged by downhaul 9 respectively, the outer end points of two struts 4 on the plane of forming perpendicular to mast 3 and steel work 6 minor faces is hinged with the upper extreme point of mast 3 by back of the body drag-line 2 respectively, and is also hinged by a strut 4 between the outer end points of these two struts 4.
Above embodiment is not the qualification to utility model just to explanation of the present utility model, and the utility model institute restricted portion is referring to claim, and under the situation of spirit of the present utility model, the utility model can be done any type of modification.
Claims (9)
1. the synthetic rope articulated structure of suspension cable and suspension cable, it comprises: main suspension cable (1), steel work (6), back of the body drag-line (2), mast (3), steel column (5), strut (4), hoist cable (7), suspension cable (10) and support (8), it is characterized in that: described steel work (6) by two horizontal long limits and two longitudinally minor face form, in the horizontal long limit of steel work (6), be hinged with indention or parallel support (8), mid point along two minor faces of steel work (6) is hinged with mast (3) straight up, hinged between the upper extreme point of two masts (3) by main suspension cable (1), hinged between the upper extreme point of two masts (3) and the steel work (6) by some skew cables (10), hinged between main suspension cable (3) and the steel work (6) by some hoist cables (7), along two of steel work (6) horizontal long limits and two longitudinally four end points intersecting of minor face be hinged with four steel columns (5) straight down, two minor faces of steel work (6) are hinged with strut (4), and the outer point of strut (4) is hinged with the upper extreme point of mast (3) by back of the body drag-line (2).
2. the synthetic rope articulated structure of described suspension cable of claim 1 and suspension cable, it is characterized in that: described support (8) is hinged on the node on the horizontal long limit of steel work (6), adjacent node is at a distance of 2-22 rice, separately or adjacent support (8) parallel to each other, with hinged near each node or the node separately of steel work (6) both sides, main suspension cable (1) by 2-98 root hoist cable (7) respectively and steel work (6) mid portion not hinged with the hinged node of suspension cable (10) by 1-98 skew cables (10) for the upper extreme point of two masts (3).
3. the synthetic rope articulated structure of suspension cable as claimed in claim 2 and suspension cable, it is characterized in that: the above-mentioned node of an end of described hoist cable (7) and steel work (6) is hinged, pin joint on the other end and the main suspension cable (1) is hinged, pin joint evenly distributes along main suspension cable (1) mid portion, and each pin joint and 2 or 4 hoist cables (7) are hinged.
4. the synthetic rope articulated structure of suspension cable as claimed in claim 3 and suspension cable is characterized in that: the long limit of described steel work (6) is domes, and its radian is 1-80 °, and mast (3) line angle degree perpendicular to the ground is 0-50 °.
5. the synthetic rope articulated structure of suspension cable as claimed in claim 3 and suspension cable is characterized in that: the long limit of described steel work (6) is a linear structure, and mast (3) line angle degree perpendicular to the ground is 0-50 °.
6. the synthetic rope articulated structure of claim 4 or 5 described suspension cables and suspension cable, it is characterized in that: described strut (4) is hinged on the mid point of two minor faces of steel work (6), it is downward-sloping, and the lower extreme point of its outer point and four steel columns (5) is on same horizontal plane.
7. as the synthetic rope articulated structure of claim 4 or 5 described suspension cables and suspension cable, it is characterized in that: described strut (4) be about each two, they all are hinged on the mid point of two minor faces of steel work (6), one downward-sloping, the lower extreme point of its outer point and four steel columns (5) is on same horizontal plane, another root stretches out along the plane of forming perpendicular to mast (3) and steel work (6) minor face, the outer end points of above-mentioned two struts (4) is hinged by downhaul (9), the outer end points of the strut (4) on the plane of forming perpendicular to mast (3) and steel work (6) minor face by carry on the back drag-line (2) respectively with the forward terminal of steel work (6), the upper extreme point of aft terminal and mast (3) is hinged.
8. as the synthetic rope articulated structure of claim 4 or 5 described suspension cables and suspension cable, it is characterized in that: described strut (4) be about each two, they are hinged on respectively on the forward terminal and aft terminal of two minor faces of steel work (6), two struts (4) are all downward-sloping, the lower extreme point of their outer point and four steel columns (5) is on same horizontal plane, and the outer point of two struts (4) is hinged with the upper extreme point of mast (3) by back of the body drag-line (2) respectively.
9. the synthetic rope articulated structure of claim 4 or 5 described suspension cables and suspension cable, it is characterized in that: described strut (4) be about each four, they are hinged on respectively on the forward terminal and aft terminal of two minor faces of steel work (6), wherein two are downward-sloping, the lower extreme point of their outer point and four steel columns (5) is on same horizontal plane, other two stretch out from steel work (6) minor face forward terminal and aft terminal along the plane of forming perpendicular to mast (3) and steel work (6) minor face, outer end points at hinged two struts (4) of the forward terminal of steel work (6) and aft terminal is hinged by downhaul (9) respectively, the outer end points of two struts (4) on the plane of forming perpendicular to mast (3) and steel work (6) minor face is hinged with the upper extreme point of mast (3) by back of the body drag-line (2) respectively, and is also hinged by a strut (4) between the outer end points of these two struts (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201902041U CN201125459Y (en) | 2007-11-16 | 2007-11-16 | Slanting guy cable and suspended cable combined cable hinge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201902041U CN201125459Y (en) | 2007-11-16 | 2007-11-16 | Slanting guy cable and suspended cable combined cable hinge structure |
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| Publication Number | Publication Date |
|---|---|
| CN201125459Y true CN201125459Y (en) | 2008-10-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201902041U Expired - Fee Related CN201125459Y (en) | 2007-11-16 | 2007-11-16 | Slanting guy cable and suspended cable combined cable hinge structure |
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| CN (1) | CN201125459Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102817310A (en) * | 2012-09-06 | 2012-12-12 | 苏州大学 | Reinforced two-path bridge |
| CN104110086A (en) * | 2014-05-23 | 2014-10-22 | 浙江东南网架股份有限公司 | Suspended dome and plane prestress combined structure, tensioning tool and construction method |
| CN107338799A (en) * | 2017-09-15 | 2017-11-10 | 叶长青 | Large span foundation pit supporting construction |
| CN108755965A (en) * | 2018-06-21 | 2018-11-06 | 浙江大学 | One kind is greatly across suspension cable-tied arch structural system and building structure |
| CN111608693A (en) * | 2020-06-02 | 2020-09-01 | 仲恺农业工程学院 | High-strength steel pipe concrete arch |
| CN111719697A (en) * | 2019-03-21 | 2020-09-29 | 深圳墨泰建筑设计与咨询股份有限公司 | Large-span door-shaped steel structure and construction method thereof |
| CN116145817A (en) * | 2023-04-17 | 2023-05-23 | 北京市建筑工程研究院有限责任公司 | Cable net structure with multiple flexible cable edges and forming method thereof |
-
2007
- 2007-11-16 CN CNU2007201902041U patent/CN201125459Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102817310A (en) * | 2012-09-06 | 2012-12-12 | 苏州大学 | Reinforced two-path bridge |
| CN104110086A (en) * | 2014-05-23 | 2014-10-22 | 浙江东南网架股份有限公司 | Suspended dome and plane prestress combined structure, tensioning tool and construction method |
| CN107338799A (en) * | 2017-09-15 | 2017-11-10 | 叶长青 | Large span foundation pit supporting construction |
| CN108755965A (en) * | 2018-06-21 | 2018-11-06 | 浙江大学 | One kind is greatly across suspension cable-tied arch structural system and building structure |
| CN108755965B (en) * | 2018-06-21 | 2024-07-02 | 浙江大学 | Large-span suspension cable-tie bar arch structure system and house structure |
| CN111719697A (en) * | 2019-03-21 | 2020-09-29 | 深圳墨泰建筑设计与咨询股份有限公司 | Large-span door-shaped steel structure and construction method thereof |
| CN111608693A (en) * | 2020-06-02 | 2020-09-01 | 仲恺农业工程学院 | High-strength steel pipe concrete arch |
| CN116145817A (en) * | 2023-04-17 | 2023-05-23 | 北京市建筑工程研究院有限责任公司 | Cable net structure with multiple flexible cable edges and forming method thereof |
| CN116145817B (en) * | 2023-04-17 | 2023-08-15 | 北京市建筑工程研究院有限责任公司 | Cable net structure with multiple flexible cable edges and forming method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081001 Termination date: 20101116 |