CN201952737U - Stay rope hanging basket suitable for wide double plane cable stayed bridge - Google Patents
Stay rope hanging basket suitable for wide double plane cable stayed bridge Download PDFInfo
- Publication number
- CN201952737U CN201952737U CN2011200320590U CN201120032059U CN201952737U CN 201952737 U CN201952737 U CN 201952737U CN 2011200320590 U CN2011200320590 U CN 2011200320590U CN 201120032059 U CN201120032059 U CN 201120032059U CN 201952737 U CN201952737 U CN 201952737U
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- Prior art keywords
- hanging basket
- main longitudinal
- stayed bridge
- longitudinal grider
- longeron
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Abstract
The utility model discloses a stay rope hanging basket suitable for a wide double plane cable stayed bridge, comprising a template system, a bearing platform, a temporary stay rope system, a retreat stopping system, a travelling gear, an altitude adjusting device and an anchoring system, and a pre-arch is arranged on a front cross beam. The stay rope solves the technical problem of deflection control when the hanging basket is used for casting a bridge section. By the technical scheme disclosed by the utility model, the deflection control when the hanging basket is used for casting the cable stayed bridge section is realized effectively, the stress state of the hanging basket is changed into a simple support state from a cantilever state by fully utilizing the perpetual stayed cable, the support structure of the hanging basket is simplified, the construction cost is lowered, and the construction efficiency is improved.
Description
Technical field
The utility model discloses a kind of bridge construction equipment, particularly a kind of dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge.
Background technology
Along with the development of bridge engineering designing technique, the application of large span rigid frame bridge beam, cable-stayed type bridge is increasingly extensive, and the thing followed is that the use of Hanging Basket is also increased, and the cradle structure form is more and more, Hanging Basket to practical, direction is in continuous development easily.Mainly by two kinds on self-bearing type structure and hauling-rope type structure, the former can be divided into structures such as triangle, rhombus again to the Hanging Basket of engineering field practicality at present; The latter can be divided into long platform form and short platform form.
No matter the common cantilever Hanging Basket of self-bearing type is that triangle or rhombus are the rear fulcrum form, utilizes and has watered sections as anchor point, by anti-construction of hanging realization back one sections.This Hanging Basket is that single-cantilever is stressed, and is bigger owing to adopting cantilever construction thereby bearing hogging moment, so build sections length limited system.And dragging suspension basket can make full use of the effect of suspension cable to become the cantilever hogging moment stressed stressed into freely-supported positive bending moment, builds length and supporting capacity like this and can improve greatly.
Dragging suspension basket is divided into long platform dragging suspension basket and the compound dragging suspension basket of short platform according to Hanging Basket land lengths difference.The short platform dragging suspension basket is developed by common Hanging Basket, and it is stressed to have increased interim drag-line on the basis of common Hanging Basket, thereby forms the composite force structure.The compound dragging suspension basket of short platform generally is made up of Hanging Basket platform, tripod and servo-drive system three parts.Hanging Basket main longitudinal grider front end is supported by interim drag-line in the work progress, the rear portion then anchoring with water on the sections, for reducing the crossbeam amount of deflection, increase the Hanging Basket lateral stiffness, the front beam centre position then adds the suspension rod of some by tripod according to bridge width.The advantage of this structure is owing to increased sulky derrick, therefore the front beam section can be less relatively, amount of deflection control is simple relatively, its shortcoming is that front beam is stressed comparatively complicated, because drag-line and suspension rod are simultaneously stressed, difficult in the work progress, and because suspension rod differs bigger with interim drag-line modulus of elasticity to the monitoring of Suo Li, therefore in stressed distribution, determine aspect the computation schema very difficulty.In addition, this structure is made up of Hanging Basket platform and tripod two cover systems, the structure relative complex, and weight is bigger.Moreover, because the Hanging Basket platform is shorter, thus its lateral stiffness a little less than.
The long platform dragging suspension basket has then broken away from the pattern of common Hanging Basket substantially, and its structure is made up of Hanging Basket platform and servo-drive system two large divisions, by anchor point and interim drag-line fixing Hanging Basket platform jointly.This cradle structure is simple, stressed clear and definite, the Load Transfer path of Hanging Basket is: sections weight concrete to be poured and working load are born by Hanging Basket platform rear portion anchor point and drag-line vertical force component, and the drag-line horizontal component is born by watering the sections girder by stopping device.The long platform dragging suspension basket is provided with the Hanging Basket platform under girder, and has become Hanging Basket land lengths under the beam section to be longer than Hanging Basket land lengths under the beam section to be poured slightly, made things convenient for the walking of Hanging Basket like this, guaranteed simultaneously Hanging Basket along bridge to rigidity.But because the long platform Hanging Basket does not have the sulky derrick system, thereby the control of crossbeam amount of deflection is difficult, and particularly for the bigger bridge of width, front beam is because span is bigger, and for reducing the front beam amount of deflection, its cross section needs relatively large.
In the prior art, the hauling-rope type Hanging Basket of prestressed concrete cable-stayed bridge construction mainly is made up of main truss support mechanism (being platform), template mechanism, guy rope mechanism, anchoring mechanism, height-regulating mechanism and running mechanism six parts.The main truss support mechanism of this Hanging Basket vertically is made up of four Pin universal rod body trusses, laterally connect by three Pin universal rod body trusses, and in the trusses leading portion certain limit of the outside, be provided with the anchoring chute that is connected with guy rope mechanism, the place is provided with the traveling bracket at middle trusses, make whole Hanging Basket by guy rope mechanism and anchoring mechanism, whole load in construction are passed in king-tower and having become on the beam section, after the construction of girder sections is finished, Hanging Basket is finished transfer by the travelling wheel on traveling bracket and the tail end crossbeam.For example, " the door cable stayed bridge hauling-rope type cradle construction new technology near a river " that people such as Chen Keji write, the 2nd phase of " bridge construction " nineteen ninety-five, the 68th page to 70 pages.It is that vertical load with Hanging Basket front end (that is platform front end) directly reaches the cable stayed bridge king-tower that the guy rope mechanism of this hauling-rope type Hanging Basket mainly acts on, act on vertical load on the cable-stayed bridge main-beam to reduce Hanging Basket, and this mode only provides an oblique fulcrum with guy rope to the Hanging Basket front end, can not play the transfer function of vertical load completely effectively, simultaneously because the relative flexibility of guy rope, make the Hanging Basket supporting still be the semi girder support pattern, therefore, the platform that makes Hanging Basket can only be the long platform with longer anchorage length, the platform that makes this Hanging Basket is from great, the counter-force of platform hook is bigger, cause cable-stayed bridge main-beam because of construction needs enlarging section, for making the amount of deflection of cast beam section meet the standard of construction, in hanging basket's components, increase nonvolatil structural meterials usually, and impel the deadweight of Hanging Basket to increase.
Summary of the invention
For addressing the above problem, the utility model discloses a kind of dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge, utilize the permanent suspension cable on the main body to make the stress of Hanging Basket be improved as simply-supported state by cantilever position, make full use of execution conditions and implement environment, simplified the braced structures of Hanging Basket, reduce construction cost, improved efficient.
The disclosed dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge of the utility model, the described dragging suspension basket of wide cut double plane cable stayed bridge that is applicable to comprises template system, bearing platform, interim cable systems, the retaining system, running gear, elevation adjusting device and anchor system, it is characterized in that: described bearing platform comprises the both sides main longitudinal grider, front beam, rear cross beam, inferior longeron, common longeron, retreat stop block and reinforcement purlin, interim cable systems comprises permanent suspension cable, extension bar, temporary rod and ground tackle, the retaining system comprises that being arranged on the case beam has watered retreat stop block and retaining facility on the beam section, anchor system comprises anchoring and rear cross beam anchoring behind the longeron, described main longitudinal grider is arranged on the dragging suspension basket both sides, retreat stop block connects main longitudinal grider, be provided with time longeron between front beam and the rear cross beam, common longeron connects front beam and rear cross beam, be arranged between main longitudinal grider and the inferior longeron, strengthening the purlin is arranged under the front beam, described temporary rod and ground tackle are connected on the main longitudinal grider of bearing platform, extension bar connects permanent suspension cable, temporary rod and ground tackle, described retaining facility is arranged on the retreat stop block, anchoring is arranged on the main longitudinal grider afterbody behind the longeron, described elevation adjusting device is arranged on the main longitudinal grider afterbody, described running gear is arranged on the main longitudinal grider end, and be connected by walking roller and water on the beam section, described front beam is provided with pre-arch, described main longitudinal grider is arc head, described front beam adopts combining structure, top is the steel box-beam structure, the crossbeam bottom is provided with strengthens the purlin, the steel pipe welding is adopted in the reinforcement purlin of described front beam bottom, bolt connects or screw rod connects, described dragging suspension basket is provided with the balance tail boom becoming length under the beam section to be longer than length under beam section to be poured between described main longitudinal grider and the rear cross beam.
The disclosed dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge of the utility model, realized control effectively to beam section amount of deflection, and make full use of permanent suspension cable and make the stress of Hanging Basket be improved as simply-supported state by cantilever position, make full use of execution conditions and implement environment, simplified the braced structures of Hanging Basket, reduce construction cost, improved efficiency of construction.
Description of drawings
The disclosed structure chart that is applicable to the dragging suspension basket of wide cut double plane cable stayed bridge of Fig. 1 the utility model;
The A-A of the disclosed dragging suspension basket as shown in Figure 1 of Fig. 2 the utility model to B-B to view;
The disclosed bearing platform structure chart that is applicable to the dragging suspension basket of wide cut double plane cable stayed bridge of Fig. 3 the utility model;
The C-C of the disclosed bearing platform as shown in Figure 3 of Fig. 4 the utility model to D-D to view;
The E-E of the disclosed bearing platform as shown in Figure 4 of Fig. 5 the utility model is to view;
The F-F of the disclosed bearing platform as shown in Figure 4 of Fig. 6 the utility model is to view.
Reference numerals list:
1, strengthens the purlin; 2, front beam; 3, main longitudinal grider;
4, rear cross beam; 5, retreat stop block; 6, retaining facility;
7, elevation adjusting device; 8, running gear; 9, anchoring behind the longeron;
10, stopping device anchorage screw; 11, hanger; 12, rear cross beam anchoring;
13, permanent suspension cable; 14, common longeron; 15, inferior longeron;
16, balance tail boom; 17, ground tackle 18, temporary rod.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, further illustrate the utility model, should understand the following specific embodiment only be used to the utility model is described and be not used in the restriction scope of the present utility model, after having read the utility model, those skilled in the art all fall within the application's claims institute restricted portion to the modification of the various equivalent form of values of the present utility model.
Extremely shown in Figure 6 as Fig. 1, the utility model discloses a kind of dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge, the described dragging suspension basket of wide cut double plane cable stayed bridge that is applicable to comprises template system, bearing platform, interim cable systems, the retaining system, running gear, elevation adjusting device and anchor system, described bearing platform comprises both sides main longitudinal grider 3, front beam 2, rear cross beam 4, inferior longeron 15, common longeron 14, retreat stop block 5 and reinforcement purlin 1, interim cable systems comprises permanent suspension cable 13, extension bar and temporary rod 18 and ground tackle 17, the retaining system comprises that being arranged on the case beam has watered retreat stop block and retaining facility 6 on the beam section, anchor system comprises anchoring 9 and rear cross beam anchoring 12 behind the longeron, described main longitudinal grider 3 is arranged on the dragging suspension basket both sides, retreat stop block 5 connects main longitudinal grider 3, be provided with time longeron 15 between front beam 2 and the rear cross beam 4, common longeron 14 connects front beam 2 and rear cross beam 4, be arranged between main longitudinal grider 3 and the inferior longeron 15, strengthening purlin 1 is arranged under the front beam, described temporary rod 18 and ground tackle 17 are connected on the main longitudinal grider 3 of bearing platform, extension bar connects permanent suspension cable 13, temporary rod 18 and ground tackle 17, described retaining facility 6 is arranged on the retreat stop block 5, anchoring 9 is arranged on main longitudinal grider afterbody 3 behind the longeron, described elevation adjusting device 7 is arranged on main longitudinal grider 3 afterbodys, described running gear 8 is arranged on main longitudinal grider 3 ends, and be connected by walking roller and water on the beam section, described front beam 2 is provided with pre-arch, described main longitudinal grider 3 is arc head, described front beam 2 adopts combining structure, top is the steel box-beam structure, the crossbeam bottom is provided with strengthens purlin 1, the steel pipe welding is adopted in the reinforcement purlin 1 of described front beam bottom, bolt connects or screw rod connects, described dragging suspension basket is provided with balance tail boom 16 becoming length under the beam section to be longer than length under beam section to be poured between described main longitudinal grider 3 and the rear cross beam 4.
Described dragging suspension basket is realized by the walking roller on stopping device anchorage screw 10, hanger 11 and the running gear 8 (anti-top is supported) with becoming being connected mainly between the beam section, retaining facility 6 is fixed on by stopping device anchorage screw 10 and waters on the beam section, by elevation adjusting device 7, regulate Hanging Basket and the height that waters beam section and beam section to be poured, make Hanging Basket be in and lifting state and Hanging Basket walking states.When Hanging Basket was in walking states, the walking roller of Hanging Basket was at beam section surface rolling.Between main longitudinal grider 3 afterbodys and rear cross beam 4, be provided with balance tail boom 16, be used for strengthening the steadiness of bearing platform.
The disclosed dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge of the utility model, realized control effectively to beam section amount of deflection, and make full use of permanent suspension cable and make the stress of Hanging Basket be improved as simply-supported state by cantilever position, make full use of execution conditions and implement environment, simplified the braced structures of Hanging Basket, reduce construction cost, improved efficiency of construction.
Claims (6)
1. dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge, the described dragging suspension basket of wide cut double plane cable stayed bridge that is applicable to comprises template system, bearing platform, interim cable systems, the retaining system, running gear, elevation adjusting device and anchor system, it is characterized in that: described bearing platform comprises both sides main longitudinal grider (3), front beam (2), rear cross beam (4), inferior longeron (15), common longeron (14), retreat stop block (5) and reinforcement purlin (1), interim cable systems comprises permanent suspension cable (13), extension bar, temporary rod (18) and ground tackle (17), the retaining system comprises that being arranged on the case beam has watered retreat stop block (5) and retaining facility (6) on the beam section, anchor system comprises anchoring (9) and rear cross beam anchoring (12) behind the longeron, described main longitudinal grider (3) is arranged on the dragging suspension basket both sides, retreat stop block (5) connects main longitudinal grider (3), be provided with time longeron (15) between front beam (2) and the rear cross beam (4), common longeron (14) connects front beam (2) and rear cross beam (4), common longeron (14) is arranged between main longitudinal grider (3) and time longeron (15), strengthening purlin (1) is arranged under the front beam (2), described temporary rod (18) and ground tackle (17) are connected on the main longitudinal grider (3) of bearing platform, extension bar connects permanent suspension cable (13), temporary rod (18) and ground tackle (17), described retaining facility (6) is arranged on the retreat stop block (5), anchoring behind the longeron (9) is arranged on main longitudinal grider afterbody (3), described elevation adjusting device (7) is arranged on main longitudinal grider (3) afterbody, described running gear (8) is arranged on main longitudinal grider (3) end, and be connected by walking roller and water on the beam section, described front beam (2) is provided with pre-arch.
2. the dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge according to claim 1 is characterized in that: described main longitudinal grider (3) is arc head.
3. the dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge according to claim 1 is characterized in that: described front beam (2) adopts combining structure, and top is the steel box-beam structure, and the crossbeam bottom is provided with strengthens purlin (1).
4. the dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge according to claim 1 is characterized in that: the reinforcement purlin (1) of described front beam bottom adopts steel pipe welding, bolt to connect or screw rod connects.
5. the dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge according to claim 1 is characterized in that: described dragging suspension basket is becoming length under the beam section to be longer than length under beam section to be poured.
6. the dragging suspension basket that is applicable to the wide cut double plane cable stayed bridge according to claim 1 is characterized in that: be provided with balance tail boom (16) between described main longitudinal grider (3) and the rear cross beam (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200320590U CN201952737U (en) | 2011-01-30 | 2011-01-30 | Stay rope hanging basket suitable for wide double plane cable stayed bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200320590U CN201952737U (en) | 2011-01-30 | 2011-01-30 | Stay rope hanging basket suitable for wide double plane cable stayed bridge |
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| Publication Number | Publication Date |
|---|---|
| CN201952737U true CN201952737U (en) | 2011-08-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200320590U Expired - Lifetime CN201952737U (en) | 2011-01-30 | 2011-01-30 | Stay rope hanging basket suitable for wide double plane cable stayed bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201952737U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120659A (en) * | 2014-08-15 | 2014-10-29 | 山东省路桥集团有限公司 | Descending type suspended scaffold |
| CN105735146A (en) * | 2016-03-11 | 2016-07-06 | 广东省长大公路工程有限公司 | Different-cable construction method for led cable hanging basket of concrete cable-stayed bridge |
| CN106836015A (en) * | 2017-04-14 | 2017-06-13 | 贵州路桥集团有限公司 | A kind of sliding stopping device and retaining method for Hanging Basket |
| CN106836014A (en) * | 2017-04-14 | 2017-06-13 | 贵州路桥集团有限公司 | A kind of rotary stopping device and retaining method for Hanging Basket |
| CN107059654A (en) * | 2017-04-25 | 2017-08-18 | 中铁上海工程局集团有限公司 | The compound overlength Hanging basket on front support of single cable plane and its installation method |
| CN110158467A (en) * | 2018-03-07 | 2019-08-23 | 中国铁建港航局集团有限公司 | A kind of narrow regional combined type dragging suspension basket merogenesis installation method |
-
2011
- 2011-01-30 CN CN2011200320590U patent/CN201952737U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104120659A (en) * | 2014-08-15 | 2014-10-29 | 山东省路桥集团有限公司 | Descending type suspended scaffold |
| CN105735146A (en) * | 2016-03-11 | 2016-07-06 | 广东省长大公路工程有限公司 | Different-cable construction method for led cable hanging basket of concrete cable-stayed bridge |
| CN106836015A (en) * | 2017-04-14 | 2017-06-13 | 贵州路桥集团有限公司 | A kind of sliding stopping device and retaining method for Hanging Basket |
| CN106836014A (en) * | 2017-04-14 | 2017-06-13 | 贵州路桥集团有限公司 | A kind of rotary stopping device and retaining method for Hanging Basket |
| CN106836015B (en) * | 2017-04-14 | 2018-09-21 | 贵州路桥集团有限公司 | A kind of sliding stopping device and retaining method for Hanging Basket |
| CN106836014B (en) * | 2017-04-14 | 2018-09-21 | 贵州路桥集团有限公司 | A kind of rotary stopping device and retaining method for Hanging Basket |
| CN107059654A (en) * | 2017-04-25 | 2017-08-18 | 中铁上海工程局集团有限公司 | The compound overlength Hanging basket on front support of single cable plane and its installation method |
| CN110158467A (en) * | 2018-03-07 | 2019-08-23 | 中国铁建港航局集团有限公司 | A kind of narrow regional combined type dragging suspension basket merogenesis installation method |
| CN110158467B (en) * | 2018-03-07 | 2020-12-15 | 中国铁建港航局集团有限公司 | Sectional installation method for composite guy cable hanging basket in narrow region |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110831 |
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| CX01 | Expiry of patent term |