CN204570479U - A kind of Hollow Slab Beam Bridge superstructure - Google Patents
A kind of Hollow Slab Beam Bridge superstructure Download PDFInfo
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- CN204570479U CN204570479U CN201520054912.7U CN201520054912U CN204570479U CN 204570479 U CN204570479 U CN 204570479U CN 201520054912 U CN201520054912 U CN 201520054912U CN 204570479 U CN204570479 U CN 204570479U
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Abstract
A kind of Hollow Slab Beam Bridge superstructure, hinged seam between the polylith hollowcore slab of formation hollow slab beam, hinge seam and bridge floor in-situ layer concreting; Hollowcore slab both ends are solid, and there is transverse reinforcement hollowcore slab two sides, and hollowcore slab solid forms end floor beam together with the concrete of hinge seam and bridge floor in-situ layer, has the prestressed reinforcement be transverse in prestress pipe in end floor beam; End floor beam two bearing supports.Its construction method comprises: precast hollow slab; Temporary support and permanent bearing are installed; Hollowcore slab is installed; Prestressed reinforcement is crossed in prestress pipe; Build the concrete of hinge seam and bridge floor in-situ layer; Remove temporary support.The utility model adopts the end floor beam being provided with prestressed reinforcement effectively to improve the integral rigidity of Hollow Slab Beam Bridge superstructure, hollowcore slab stress equalization, and single slab bearing phenomenon reduces, and hinge is sewn on beam-ends local stress and reduces, not easily damaged; Each bearing is stressed, solves seat empty problem; Easy construction, bearing maintenance load and maintenance costs low.
Description
Technical field
The utility model relates to highway bridge, is specially a kind of superstructure of assembling freely-supported Hollow Slab Beam Bridge.
Background technology
Hollow Slab Beam Bridge is one of little form of structure the most frequently used across footpath bridge 10 ~ 20m, most based on simply supported beam, be applicable to batch production batch production, fabricated construction, its section is made up of polylith hollowcore slab, arranges hinge seam between plate, after hollowcore slab erection, after hinge seam is built in the lump with bridge floor in-situ layer concrete, polylith hollowcore slab, hinge seam and bridge floor in-situ layer form an entirety, bear the loads such as automobile.
But, often there is the disease of seat empty in existing Hollow Slab Beam Bridge, main cause has: 1, monolithic hollowcore slab supports by 4 neoprene bearings, every bridge beam is made up of polylith hollowcore slab, defines and often there is tens the even stress system of tens neoprene bearings vertical supporting loads simultaneously across hollowbeam.The wide Bridge Sections of such as 12m is made up of 9 pieces of hollowcore slabs, and each beam-ends neoprene bearing reaches 18.Multi-supports can form stressed indefinite statically indeterminate system, usually occurs the situation of unbalance stress; 2, prestressing force or concrete shrinkage and creep effect have upturned trend to 4 corners, make side bar that seat empty phenomenon easily occur; 3, construction is difficult to guarantee tens neoprene bearings and reaches design elevation simultaneously, often just occurs that Bearing Seat Force is irregular when construction completes, even comes to nothing.
Seat empty will make hinge seam stress between hollowcore slab sharply increase, and cause hinge seam to destroy, and then will cause the generation of hollowcore slab " single slab bearing " and further disease, cause bridge to reduce application life, even damage.At present, basic solution be there is no for seat empty, when there is seat empty, the method for replacing time can only be adopted to solve temporarily.
Utility model content
The purpose of this utility model is to provide a kind of Hollow Slab Beam Bridge superstructure, destroys effectively to solve existing multi-supports Hollow Slab Beam Bridge and then causes single slab bearing to damage the technical problem of bridge because seat empty causes cutting with scissors seam.
The Hollow Slab Beam Bridge superstructure that the utility model provides, comprises polylith hollowcore slab; Hinged seam between hollowcore slab; Hollowcore slab and the hinge face of sewing on are bridge floor in-situ layer; The both ends of described hollowcore slab are solid, and mid portion is hollow; Transverse reinforcement pre-buried when there is a precast hollow slab two sides of hollowcore slab; The solid of hollowcore slab stitches together with hinge and the concrete of bridge floor in-situ layer forms end floor beam, the prestress pipe be made up of bellows is had in end floor beam, be installed with prestressed reinforcement in prestress pipe, the two ends of prestressed reinforcement are anchored at the end of end floor beam by anchor device; The bottom of each end floor beam is by two permanent bearing supports.
Described end floor beam is along the height of the width of bridge longitudinal direction to be 0.8 ~ 1.2H, H be hollowcore slab.
The extension elongation of described transverse reinforcement in hollowcore slab two sides is 10 ~ 15cm, and the diameter of transverse reinforcement is 12 ~ 16mm.
The inner hole section area of described prestress pipe is 2 ~ 4 times of prestressed reinforcement section area, filling concrete mortar in the gap of prestress pipe and prestressed reinforcement.
Described permanent bearing selects vertical bearing capacity to meet the pot bearing of Hollow Slab Beam Bridge carrying tonnage demand.
Described concrete of building hinge seam and bridge floor in-situ layer is steel fibrous concrete, and wherein the volume content of steel fibre is 1% ~ 3.5% of total volume of concrete.
The construction method of above-mentioned Hollow Slab Beam Bridge superstructure, comprises the step of following order:
Step one, precast hollow slab
Both ends are solid, mid portion is hollow concrete core unit to utilize template to build, and horizontal embedding prestress pipe in the solid at hollowcore slab two ends, at the pre-buried transverse reinforcement in the two sides of hollowcore slab;
Step 2, erection support
The bent cap of bridge is arranged temporary support and permanent bearing, and the exhaust position of temporary support is corresponding with hollowcore slab, and quantity supports by two temporary supports in each hollowcore slab end; Simultaneously with the two ends of end floor beam for benchmark, symmetrically place 2 permanent bearings, the height of permanent bearing is less than the height of temporary support;
Step 3, installation hollowcore slab
Prefabricated hollowcore slab block-by-block is lifted on temporary support, is alignd mutually in all hollowcore slab ends;
Step 4, with the tube connector that two ends can connect with the prestress pipe of step one precast hollow slab, the prestress pipe of adjacent vacant core end to be communicated with, then in the prestress pipe be interconnected and tube connector, to cross prestressed reinforcement;
Step 5, build hinge seam and the concrete of bridge floor in-situ layer, end floor beam is formed by hollowcore slab solid, hinge seam and bridge floor in-situ layer, reach after requirement until concrete strength, transverse stretching prestressed reinforcement, cement injection mortar in the gap of prestressed reinforcement and prestress pipe, then utilizes anchor device that the two ends of prestressed reinforcement are anchored at the end of end floor beam;
Step 6, temporary support to be removed one by one, retain permanent bearing, complete the construction of Hollow Slab Beam Bridge superstructure.
Temporary support in above-mentioned steps two can be made into cylinder with steel pipe (diameter of steel tube is by calculating), cylinder end welding steel shutoff, the side lower of cylinder is opened a screw hole and blocks with screw, appropriate fine sand is loaded in cylinder, place at fine sand top the piston that a diameter is slightly less than a diameter, make the high cylinder 3 ~ 5cm that shakes out of piston-top surface; When step 6 removes temporary support, release fine sand in cylinder by the screw unclamped bottom cylinder, piston is declined, hollowcore slab also declines thereupon, finally make hollowcore slab be seated on permanent bearing, then multiple temporary support is removed one by one, complete the conversion of temporary support and permanent bearing.
Compared with prior art, the beneficial effects of the utility model are:
1, to stitch with hinge with the end solid of hollowcore slab form end floor beam together with bridge floor in-situ layer, and take to arrange prestressed reinforcement in end floor beam, in hinge seam, embedded bar, hinge seam and bridge floor build the comprehensive technical measures such as steel fibrous concrete, effectively can improve the integral rigidity of Hollow Slab Beam Bridge superstructure, make hollowcore slab stress equalization, greatly reduce single slab bearing phenomenon, hinge is sewn on beam-ends local stress and reduces, and hinge seam is not easily damaged, effectively ensures the application life of bridge.
2 bearings are only arranged under the end floor beam of 2, each beam-ends, every bridge beam changes into 4 bearing supports by original tens bearing supports, beam end support stress system is static determinacy system by multiple indeterminate system transition, Bearing Seat Force is clear and definite, each bearing can participate in stressed, and seat empty problem is fundamentally resolved.
3, the utility model site operation is easy, and maintenance load and the maintenance costs of later stage operation hollow core board support reduce greatly.
Accompanying drawing explanation
Accompanying drawing is the schematic diagram of the utility model embodiment.
Fig. 1 is the structural representation of precast hollow slab in embodiment, wherein Fig. 1 (a) partial side view's (not containing transverse reinforcement) that is precast hollow slab; Fig. 1 (b) is A-A sectional drawing in Fig. 1 (a); Fig. 1 (c) is B-B sectional drawing (containing transverse reinforcement) in Fig. 1 (a); Fig. 1 (d) is C-C sectional drawing (containing transverse reinforcement) in Fig. 1 (a);
Fig. 2 is the reference diagram understanding the present embodiment construction method, and wherein Fig. 2 (a) is for step one in construction method is to the reference diagram of step 3; Fig. 2 (b) is the reference diagram of step 4 in construction method; Fig. 2 (c) is the reference diagram of step 5 in construction method;
Fig. 3 is D portion enlarged drawing in Fig. 2 (a);
Fig. 4 is E-E sectional drawing in Fig. 2 (c).
In figure: 1 – hollowcore slab, 2 – hinge seams, 3 – bridge floor in-situ layers, 4 – end floor beams, 5 – prestress pipes, 6 – prestressed reinforcements, 7 – anchor devices, 8 – temporary supports, the permanent bearing of 9 –, 10 – tube connectors, 11 – transverse reinforcements.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
The Hollow Slab Beam Bridge superstructure that this embodiment provides, its hollow slab beam is made up of 6 pieces of hollowcore slabs 1.Hollowcore slab adopts C50 concreting, its length, width and height are of a size of (1296 ╳ 124 ╳ 75) cm, and the mid portion of hollowcore slab 1 is hollow, and both ends are solid, and solid is 75cm at hollowcore slab longitudinal length, and hollowcore slab adopts C50 concrete.Hollowcore slab is prefabricated by template in factory.Time prefabricated, prestress pipe 5 adopts internal diameter to be the plastic film capicitor of 8cm, in the solid at hollowcore slab two ends laterally embedding two respectively, and be the transverse reinforcement 11 of 10cm in the pre-buried extension elongation in the two sides of hollowcore slab, bar diameter is 16mm.
During site operation, first on bent cap, arrange temporary support 8 and permanent bearing 9.Temporary support 8 is highly the cylinder (not shown) of 35cm with the steel pipe manufacturing one-tenth of external diameter 15.2cm (internal diameter 14.4cm), welding steel shutoff at the bottom of cylinder, the screw hole of an aperture 1cm is being opened apart from bottom of cylinder 5cm place, and block with screw, the fine sand of high 30.5cm is loaded in cylinder, place the steel piston of a high 8cm, external diameter 14cm at fine sand top, piston exceeds cylinder 3.5cm.Support by every block hollowcore slab end temporary support 8 of two spacing 75cm, then on each bent cap of bridge, each beam-ends puts 12 altogether; The permanent bearing 9 again two being met bridge load requirement is placed on bent cap according to mutual spacing 420cm symmetry, and permanent bearing 9 is pot bearing, high 38cm.After temporary support 8 and permanent bearing 9 are well placed, prefabricated hollowcore slab 1 block-by-block is lifted on temporary support 8, is alignd mutually in all hollowcore slab ends; Then the plastic film capicitor identical with material with the plastic film capicitor external diameter of described formation prestress pipe 5 is adopted to make the tube connector 10 that there is certain taper at two ends, the two ends of tube connector are inserted in the plastic film capicitor in precast hollow slab, the plastic film capicitor in all hollowcore slabs is interconnected.Then in the plastic film capicitor be communicated with, crossing sectional area is 1490mm
2prestressed reinforcement 6.Then C50 steel fibrous concrete is built at hinge seam 2 and bridge floor in-situ layer 3, in steel fibrous concrete, the volume content of steel fibre is 2.5% of total volume of concrete, end floor beam 4 is formed by hollowcore slab solid, hinge seam and bridge floor in-situ layer, after the concrete strength of building reaches requirement, two ends transverse stretching prestressed reinforcement 6, pours into C50 cement mortar in the gap of prestressed reinforcement 6 and prestress pipe 5.Then YJM15-12 circular clamp anchor anchor device 7 is selected the two ends of prestressed reinforcement 6 to be anchored at the end of end floor beam 4.
After completing above-mentioned construction, carry out the conversion of temporary support and permanent bearing: the screw unclamping temporary support bottom of cylinder one by one, release fine sand in cylinder, the piston on fine sand top is declined, hollowcore slab also declines thereupon, finally makes hollowcore slab be seated on permanent bearing, is then removed one by one by temporary support, retain permanent bearing, complete whole constructions of Hollow Slab Beam Bridge superstructure.
Claims (5)
1. a Hollow Slab Beam Bridge superstructure, comprises polylith hollowcore slab (1); Hinged seam (2) between hollowcore slab; Hollowcore slab and the hinge face of sewing on are bridge floor in-situ layer (3); It is characterized in that, the both ends of described hollowcore slab (1) are solid, and mid portion is hollow; Transverse reinforcement (11) pre-buried when there is a precast hollow slab two sides of hollowcore slab; The solid of hollowcore slab stitches together with hinge and the concrete of bridge floor in-situ layer forms end floor beam (4), the prestress pipe (5) be made up of bellows is had in end floor beam, be installed with prestressed reinforcement (6) in prestress pipe, the two ends of prestressed reinforcement are anchored at the end of end floor beam; The bottom of each end floor beam is supported by two permanent bearings (9).
2. Hollow Slab Beam Bridge superstructure according to claim 1, is characterized in that, described end floor beam (4) is along the height of the width of bridge longitudinal direction to be 0.8 ~ 1.2H, H be hollowcore slab (1).
3. Hollow Slab Beam Bridge superstructure according to claim 1, it is characterized in that, described transverse reinforcement (11) is 10 ~ 15cm in the extension elongation of hollowcore slab (1) two sides, and the diameter of transverse reinforcement (11) is 12 ~ 16mm.
4. Hollow Slab Beam Bridge superstructure according to claim 1, it is characterized in that, the inner hole section area of described prestress pipe (5) is 2 ~ 4 times of prestressed reinforcement (6) section area, filling concrete mortar in the gap of prestress pipe and prestressed reinforcement.
5. Hollow Slab Beam Bridge superstructure according to claim 1, is characterized in that, described permanent bearing (9) selects vertical bearing capacity to meet the pot bearing of Hollow Slab Beam Bridge carrying tonnage demand.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520054912.7U CN204570479U (en) | 2015-01-27 | 2015-01-27 | A kind of Hollow Slab Beam Bridge superstructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520054912.7U CN204570479U (en) | 2015-01-27 | 2015-01-27 | A kind of Hollow Slab Beam Bridge superstructure |
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| CN204570479U true CN204570479U (en) | 2015-08-19 |
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| CN201520054912.7U Expired - Fee Related CN204570479U (en) | 2015-01-27 | 2015-01-27 | A kind of Hollow Slab Beam Bridge superstructure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594193A (en) * | 2015-01-27 | 2015-05-06 | 沈阳建筑大学 | Upper structure of hollow board beam bridge and construction method thereof |
| CN107386132A (en) * | 2017-06-13 | 2017-11-24 | 周劲宇 | Implement the hollow slab bridge reinforcement means and hollow slab bridge of laterally folder connection enhancing to bottom plate |
| CN111809498A (en) * | 2020-06-10 | 2020-10-23 | 广州大学 | Beam bridge combined structure of inverted groove-shaped steel-concrete bridge deck and construction method thereof |
-
2015
- 2015-01-27 CN CN201520054912.7U patent/CN204570479U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594193A (en) * | 2015-01-27 | 2015-05-06 | 沈阳建筑大学 | Upper structure of hollow board beam bridge and construction method thereof |
| CN104594193B (en) * | 2015-01-27 | 2016-08-10 | 沈阳建筑大学 | A kind of Hollow Slab Beam Bridge superstructure and construction method thereof |
| CN107386132A (en) * | 2017-06-13 | 2017-11-24 | 周劲宇 | Implement the hollow slab bridge reinforcement means and hollow slab bridge of laterally folder connection enhancing to bottom plate |
| CN107386132B (en) * | 2017-06-13 | 2019-11-15 | 周劲宇 | Implement the hollow slab bridge reinforcement means and hollow slab bridge of laterally folder connection enhancing to bottom plate |
| CN111809498A (en) * | 2020-06-10 | 2020-10-23 | 广州大学 | Beam bridge combined structure of inverted groove-shaped steel-concrete bridge deck and construction method thereof |
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| Date | Code | Title | Description |
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| 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: 20150819 Termination date: 20160127 |
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| EXPY | Termination of patent right or utility model |