CN104233961A - Triangular supporting bracket of suspended cast bridge block 0 - Google Patents
Triangular supporting bracket of suspended cast bridge block 0 Download PDFInfo
- Publication number
- CN104233961A CN104233961A CN201410515995.5A CN201410515995A CN104233961A CN 104233961 A CN104233961 A CN 104233961A CN 201410515995 A CN201410515995 A CN 201410515995A CN 104233961 A CN104233961 A CN 104233961A
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- China
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- block
- shelf bracket
- web member
- raker beam
- latch rod
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Abstract
The invention relates to engineering machinery, in particular to a triangular supporting bracket of a suspended cast bridge block 0. The triangular supporting bracket comprises at least one set of supporting frames, wherein the supporting frames comprise horizontal girders installed on bridge pier bodies and further comprise diagonal bracing beams, wherein the upper portions of the diagonal bracing beams are connected with the horizontal girders, the lower portions of the diagonal bracing beams are connected with reinforcing steel plates, the bottom faces of the reinforcing steel plates are connected with transverse beams, the lower portions of the transverse beams are connected with bolt rods, and the bolt rods are inserted into reserved holes in the bridge pier bodies. The fixing operation of the lower ends of the diagonal bracing beams can be completed only by inserting the bolt rods into the bolt rod reserved holes in the bridge pier bodies, the triangular supporting bracket is convenient to use, operation work types are few, cross operation and mutual interference are decreased, and labor intensity of workers is reduced. The triangular supporting bracket is low in installation technology difficulty, can be installed by adopting a common work type and does not need special workers, and manpower resource configuration is optimized. In conclusion, cost is effectively saved, efficiency is improved, and the triangular supporting bracket is safe and provides a guarantee.
Description
Technical field
The present invention relates to engineering machinery, particularly the supporting shelf bracket of a kind of cantilever bridge No. 0 block.
Background technology
No. 0 block, from great, is work high above the ground, and whether safety completes smoothly, is decided by that can the intensity of the mould bases of No. 0 block, distortion and stability meet safe handling requirement, particularly as the bracket of load-bearing.Therefore reasonable selection No. 0 block rack form is also the key of Cantilever Beam Construction success or failure.
The supporting form of No. 0 common block support has: consolidation formula bracket, hood type supporting etc. on console mode, pier shaft.Console mode refers to that the supporting of support is located on earth's surface or on cushion cap, and this scheme will process ground, and relatively stricter to foundation requirement, must have enough bearing capacities, settling amount should meet the demands, and differential settlement is very big to support security implication.Material, artificial and mechanical appliances large, and cost is high, and expense is large, and speed is slow, high pier and soft foundation inapplicable.
Consolidation formula bracket refers to pre-embedded steel slab or shaped steel etc. on pier shaft, then by support welding on pre-embedded steel slab or shaped steel, load transmits pre-embedded steel slab or shaped steel again on pier shaft through support, this scheme pre-embedded steel slab or shaped steel need cut off, clear up weldering spot, rust cleaning, painting rustproof paint, smear high grade mortar etc., the work high above the ground time is long, and labour intensity is large, and operation work post is many, cross-operation is many, interferes with each other large.During former weldering temperature welding, can be greatly affected the intensity of pier shaft concrete, even hardening crack pier shaft concrete.
Hood type supporting to refer on pier shaft drawing high intensity pull bar anchor ear, anchor ear and pier shaft is linked to be entirety, utilizes the frictional force of anchor ear and pier shaft as supporting force.This scheme is applicable to the little beam section of upper load, and because the influence factor of frictional force is many, when frictional force is not enough, potential safety hazard is large.
Continuous beam with high-pier No. 0 block has that pier is high, from the feature such as great, selecting of support should ensure enough rigidity, strength and stability, should ensure the safety of load-bearing support body, reaches economic and practical effect again.
Summary of the invention
The object of the invention is to provide the supporting shelf bracket of a kind of cantilever bridge No. 0 block, to overcome No. 0 block support Problems existing in above-mentioned prior art.
The present invention adopts following technical scheme: the supporting shelf bracket of a kind of cantilever bridge No. 0 block, comprise at least one group of bracing frame, this bracing frame comprises the horizontal girder be installed on bridge pier pier shaft, this bracing frame also comprises raker beam, the top of this raker beam is connected with described horizontal girder, and the bottom of this raker beam is connected with reinforcement steel plate, and the bottom surface of this reinforcement steel plate is connected with crossbeam, the bottom of crossbeam is connected with latch rod, and this latch rod inserts in the preformed hole of bridge pier pier shaft.
Preferably, support frame as described above also comprises oblique reinforcement web member, and this oblique one end of reinforcement web member is connected with the head of horizontal girder, and this oblique other end of reinforcement web member is connected with the middle part of raker beam.
Preferably, the angle of described oblique reinforcement web member and described raker beam is 90 °.
Preferably, described latch rod is latch rod iron.
Preferably, the below of described latch rod iron is also provided with the supporting steel plate for supporting latch rod iron, this supporting steel plate shape triangular in shape.
Preferably, described horizontal girder has complex root, and this complex root horizontal girder be arranged in parallel, described raker beam has complex root, and this complex root raker beam be arranged in parallel, and described oblique reinforcement web member has complex root, the oblique reinforcement web member of this complex root be arranged in parallel, and described latch rod iron has complex root; The bottom of described raker beam and described reinforcement Plate Welding, the cross section of described reinforcement steel plate is L-shaped.
Preferably, the oblique reinforcement web member of described complex root utilizes a connecting rod to connect.
Preferably, this supporting shelf bracket comprises the two groups of bracing frames being located at bridge pier pier shaft both sides, and the horizontal girder of these two groups of bracing frames utilizes pull bar to connect, and the two ends of this pull bar are provided with screw thread, and the two ends of this pull bar are equipped with nut, this pull bar is through the pull bar preformed hole of bridge pier pier shaft.
Preferably, the two ends of the crossbeam of described two groups of bracing frames are respectively equipped with tie rod hole.
The above-mentioned description to structure of the present invention and method is known, compared to the prior art, tool of the present invention has the following advantages: one, and the present invention only need will can complete the fixing operation of raker beam lower end in the latch rod preformed hole of latch rod insertion bridge pier pier shaft, simple to operate, the high-altitude application time is short.Its two, the setting of oblique reinforcement web member, can improve the support force of raker beam greatly.Its three, the angle of oblique reinforcement web member and raker beam is 90 °, thus raker beam can be made to have larger bearing capacity.Its four, latch rod arranges latch rod iron, thus strengthens the intensity of latch rod, avoids fracture.Its five, supporting steel plate can be played a supporting role to latch rod iron.Its six, the cross section strengthening steel seat is L-shaped, makes the bonding area of reinforcement steel plate and raker beam more greatly, more firmly.Its seven, complex root web member utilizes a connecting rod to connect, thus makes this gusseted bracket more firm.Its eight, the horizontal girder of these two groups of bracing frames utilizes pull bar to connect, and this pull bar through the pull bar preformed hole of bridge pier pier shaft, thus can make this supporting shelf bracket more firm.The two ends of the crossbeam of its nine, two groups of bracing frames are respectively equipped with tie rod hole, thus the screwed pull bar in two ends and nut can be utilized to fix these two reinforcement steel seats, make this supporting shelf bracket more firm.Its ten, the load on supporting shelf bracket can be reached latch rod by raker beam by the present invention, then by the power transmission to the bridge pier that completed of latch rod, simply stressed, power transmission is clear and definite.Its 11, the present invention is easy for installation, alleviates personnel labor intensity.Its 12, mounting technique difficulty of the present invention is little, and common work post does not need extraordinary work, optimizes the configuration of manpower.Its 13, the present invention adopt tool machine-team few, material therefor is few, effectively cost-saving.Its 14, the present invention supports shelf bracket owing to adopting unsettled installation, avoids the special requirement in the basic ring border over the ground of console mode installation bracket in prior art.Its 15, present invention, avoiding pre-embedded steel slab or shaped steel in prior art, need cut off, clear up weldering spot, rust cleaning, painting rustproof paint, smear the complex operations such as high grade mortar, the work high above the ground time reduces greatly, and labour intensity alleviates greatly.Weld the impact that warm welding can cause the intensity of pier shaft concrete when avoiding former welding simultaneously.Its 16, this practical operation work post is less, reduces cross-operation and interfering with each other.Its 17, the various materials that this practicality drops into can have enough to meet the need use in close engineering, improve the utilization rate of material.
Accompanying drawing explanation
Fig. 1 is vertical structure schematic diagram of the present invention;
Fig. 2 is transversary schematic diagram of the present invention.
Detailed description of the invention
Now the present invention is further described with specific embodiment by reference to the accompanying drawings.
With reference to the accompanying drawings the specific embodiment of the present invention is described.
See figures.1.and.2, the supporting shelf bracket of a kind of cantilever bridge No. 0 block, comprises two groups of bracing frames 10.The left and right sides of bridge pier pier shaft 11 is located at by these two groups of bracing frames 10.Often organize bracing frame 10 to comprise and be installed in horizontal girder 12 on bridge pier pier shaft 11 and raker beam 13.The top of this raker beam 13 is connected with horizontal shore 12, and the bottom of this raker beam 13 is connected with strengthens steel plate 22, and the bottom surface of this reinforcement steel plate 22 is connected with crossbeam 17, and the bottom of crossbeam 17 is connected with latch rod, and this latch rod inserts in the preformed hole of bridge pier pier shaft 11.Latch rod is latch rod iron 14, thus strengthens the intensity of latch rod, avoids fracture.The below of latch rod iron 14 is also provided with the supporting steel plate 16 for supporting latch rod iron, this supporting steel plate 16 shape triangular in shape.
With reference to Fig. 1, bracing frame 10 also comprises oblique reinforcement web member 15.One end of this oblique reinforcement web member 15 is connected with the head of horizontal girder 12, and the other end of this oblique reinforcement web member 15 is connected with the middle part of raker beam 13.The setting of oblique reinforcement web member 15, can improve the bearing capacity of raker beam 13 greatly.Oblique reinforcement web member 15 is 90 ° with the angle of raker beam 13, thus raker beam 13 can be made to have larger bearing capacity.
See figures.1.and.2, horizontal girder 12 has complex root, and this complex root horizontal girder 12 be arranged in parallel.Raker beam 13 has complex root, and this complex root raker beam 13 be arranged in parallel.Oblique reinforcement web member 15 has complex root, and the oblique reinforcement web member 15 of this complex root be arranged in parallel.Latch rod iron 14 also has complex root.Described crossbeam 17 is connected on this plurality of latch rod iron 14.The bottom of raker beam 13 welds together with reinforcement steel plate 22.The cross section strengthening steel plate 22 is L-shaped, makes reinforcement steel plate 22 larger with the bonding area of raker beam 13, more firmly.The oblique reinforcement web member 15 of complex root utilizes a connecting rod 18 to connect, thus improves the resistance to overturning of gusseted bracket.
See figures.1.and.2, the horizontal girder 12 of two groups of bracing frames 10 utilizes the pull bar 19 of high strength to connect, and the two ends of this pull bar 19 are provided with screw thread, and the two ends of this pull bar 19 are equipped with nut 20, and this pull bar 19 is through the pull bar preformed hole of bridge pier pier shaft 11.Thus the horizontal girder 12 of these two groups of bracing frames 10 can be made to link together firmly, make this supporting shelf bracket more firm.The two ends of the reinforcement steel seat 17 of two groups of bracing frames 10 are respectively equipped with tie rod hole 21, thus the screwed pull bar in two ends and nut can be utilized to fix this two crossbeams 17, make the supporting shelf bracket of these bridge pier pier shaft 11 both sides form entirety.
It should be noted that: in order to adapt to the use of product of the present invention herein, bridge pier pier shaft 11 above-mentioned needing be reserved with the preformed hole of a plurality of latch rod and a plurality of pull bar preformed hole in advance.Preformed hole adopts and buries pvc pipe or steel pipe underground, buries the readily removable film shutoff removed in pipe two ends underground, prevents concrete from entering in pipe.Bury effective reinforcing bar location underground, prevent positioning.
With reference to Fig. 1, the support system that the present invention only need will can complete in the preformed hole of the latch rod of latch rod insertion bridge pier pier shaft 11 below crossbeam 17, simple to operate.Load on supporting shelf bracket can be reached latch rod iron 14 by raker beam 13 by the present invention, then by latch rod iron 14 power transmission on the bridge pier completed, simply stressed, power transmission is clear and definite.The present invention supports shelf bracket owing to adopting unsettled installation, avoids the special requirement in the basic ring border over the ground of console mode installation bracket in prior art.Present invention, avoiding pre-embedded steel slab or shaped steel in prior art need cut off, clear up weldering spot, rust cleaning, painting rustproof paint, smear the complex operations such as high grade mortar.Weld the impact that warm welding can cause the intensity of pier shaft concrete when avoiding former welding simultaneously.The present invention can process various accessory on ground, in-site installation, and mechanical one-shift is few, reduces amount of high-altitude operation, shortens the high-altitude application time.The present invention is easy for installation, and operation work post is less, reduces cross-operation and interferes with each other, alleviating personnel labor intensity.Mounting technique difficulty of the present invention is little, and common work post does not need extraordinary work, optimizes the configuration of manpower.In sum, the present invention effectively cost-saving, raise the efficiency, safety more secure.
Above are only the specific embodiment of the present invention, but design concept of the present invention is not limited thereto, all changes utilizing this design the present invention to be carried out to unsubstantiality, all should belong to the behavior of invading scope.
Claims (9)
1. the supporting shelf bracket of a cantilever bridge No. 0 block, comprise at least one group of bracing frame, this bracing frame comprises the horizontal girder be installed on bridge pier pier shaft, it is characterized in that: this bracing frame also comprises raker beam, the top of this raker beam is connected with described horizontal girder, and the bottom of this raker beam is connected with reinforcement steel plate, and the bottom surface of this reinforcement steel plate is connected with crossbeam, the bottom of crossbeam is connected with latch rod, and this latch rod inserts in the preformed hole of bridge pier pier shaft.
2. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 1 No. 0 block, it is characterized in that: support frame as described above also comprises oblique reinforcement web member, this oblique one end of reinforcement web member is connected with the head of horizontal girder, and this oblique other end of reinforcement web member is connected with the middle part of raker beam.
3. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 2 No. 0 block, it is characterized in that: the angle of described oblique reinforcement web member and described raker beam is 90 °.
4. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 3 No. 0 block, it is characterized in that: described latch rod is latch rod iron.
5. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 4 No. 0 block, it is characterized in that: the below of described latch rod iron is also provided with the supporting steel plate for supporting latch rod iron, this supporting steel plate shape triangular in shape.
6. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 5 No. 0 block, it is characterized in that: described horizontal girder has complex root, this complex root horizontal girder be arranged in parallel, described raker beam has complex root, this complex root raker beam be arranged in parallel, described oblique reinforcement web member has complex root, and the oblique reinforcement web member of this complex root be arranged in parallel, and described latch rod iron has complex root; The bottom of described raker beam and described reinforcement Plate Welding, the cross section of described reinforcement steel plate is L-shaped.
7. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 6 No. 0 block, it is characterized in that: the oblique reinforcement web member of described complex root utilizes a connecting rod to connect.
8. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 7 No. 0 block, it is characterized in that: this supporting shelf bracket comprises the two groups of bracing frames being located at bridge pier pier shaft both sides, the horizontal girder of these two groups of bracing frames utilizes pull bar to connect, the two ends of this pull bar are provided with screw thread, and the two ends of this pull bar are equipped with nut, this pull bar is through the pull bar preformed hole of bridge pier pier shaft.
9. according to the supporting shelf bracket of a kind of cantilever bridge according to claim 8 No. 0 block, it is characterized in that: the two ends of the crossbeam of described two groups of bracing frames are respectively equipped with tie rod hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410515995.5A CN104233961B (en) | 2014-09-30 | 2014-09-30 | A kind of supporting shelf bracket of No. 0 block of cantilever bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410515995.5A CN104233961B (en) | 2014-09-30 | 2014-09-30 | A kind of supporting shelf bracket of No. 0 block of cantilever bridge |
Publications (2)
| Publication Number | Publication Date |
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| CN104233961A true CN104233961A (en) | 2014-12-24 |
| CN104233961B CN104233961B (en) | 2016-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410515995.5A Active CN104233961B (en) | 2014-09-30 | 2014-09-30 | A kind of supporting shelf bracket of No. 0 block of cantilever bridge |
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| CN (1) | CN104233961B (en) |
Cited By (4)
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| CN105178197A (en) * | 2015-09-30 | 2015-12-23 | 杭州萧宏建设集团有限公司 | Support frame for bearing formworks of initial blocks of bridge box girder and initial block construction method |
| CN106049298A (en) * | 2016-07-22 | 2016-10-26 | 北京中交桥宇科技有限公司 | Bridge reinforcement device and installation method for same |
| CN110528389A (en) * | 2019-07-18 | 2019-12-03 | 浙江理工大学 | A kind of hanging bracket of end bay Cast-in-Situ Segment |
| CN113356012A (en) * | 2021-06-25 | 2021-09-07 | 青海省交通建设管理有限公司 | Assembly type bridge structure in tunnel and construction method thereof |
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| JP2010007365A (en) * | 2008-06-27 | 2010-01-14 | Taisei Corp | Form timbering apparatus and form apparatus |
| JP2010059748A (en) * | 2008-09-08 | 2010-03-18 | Sumitomo Mitsui Construction Co Ltd | Apparatus and method for constructing bridge girder |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178197A (en) * | 2015-09-30 | 2015-12-23 | 杭州萧宏建设集团有限公司 | Support frame for bearing formworks of initial blocks of bridge box girder and initial block construction method |
| CN106049298A (en) * | 2016-07-22 | 2016-10-26 | 北京中交桥宇科技有限公司 | Bridge reinforcement device and installation method for same |
| CN110528389A (en) * | 2019-07-18 | 2019-12-03 | 浙江理工大学 | A kind of hanging bracket of end bay Cast-in-Situ Segment |
| CN113356012A (en) * | 2021-06-25 | 2021-09-07 | 青海省交通建设管理有限公司 | Assembly type bridge structure in tunnel and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104233961B (en) | 2016-09-07 |
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