CN103374885A - Perforating counter-pull hinge support type bracket - Google Patents

Perforating counter-pull hinge support type bracket Download PDF

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Publication number
CN103374885A
CN103374885A CN2012101075631A CN201210107563A CN103374885A CN 103374885 A CN103374885 A CN 103374885A CN 2012101075631 A CN2012101075631 A CN 2012101075631A CN 201210107563 A CN201210107563 A CN 201210107563A CN 103374885 A CN103374885 A CN 103374885A
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CN
China
Prior art keywords
steel
hinged
support
counter
drawing mechanism
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN2012101075631A
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Chinese (zh)
Inventor
蒋应鸿
靳国
李向阳
李宗根
曹继虎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fifth Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd
Original Assignee
Fifth Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd
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Application filed by Fifth Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd filed Critical Fifth Engineering Co Ltd of China Railway No 10 Engineering Group Co Ltd
Priority to CN2012101075631A priority Critical patent/CN103374885A/en
Publication of CN103374885A publication Critical patent/CN103374885A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a perforating counter-pull hinge support type bracket which is characterized by comprising a counter pull mechanism and a I-shaped steel truss. The I-shaped steel truss comprises crossbeam steel and support steel. The counter pull mechanism comprises an upper counter pull mechanism and a lower counter pull mechanism. Two ends of the upper counter pull mechanism are connected with the crossbeam steel. Two ends of the lower counter pull mechanism are connected with the lower end of the support steel. The upper end of the support steel is welded with the crossbeam steel. Compared with the prior art, the perforating counter-pull hinge support type bracket has the advantages that the fine-rolled rebar perforating counter-pull hinge support is used, only steel tubes are reserved in a pier body, steel is saved, pits are reserved in a pier body at the hinge support, pier body attractiveness is guaranteed, the components are machined in factories and mounted on site, construction time is saved, quality and safety are guaranteed, the bracket and the pier body are integrated through fine-rolled rebars, and overall stability and load-bearing capacity of the bracket are increased greatly.

Description

A kind of perforation is to drawing hinged-support type carriage
[technical field]
The present invention relates to the construction machine field, specifically relate to a kind of perforation to drawing hinged-support type carriage.
[background technology]
Along with the high speed development of China's communication, bridge construction also to stride greatly, high pier, cantilevered orientation is fast-developing, height, width and the concrete project amount of gerber beam 0# section beam body constantly increase.In the construction of gerber beam 0# section, the Bracket Type that adopts has a variety of, but the method that basically adopts on pier shaft is stressed is: pre-buried i iron, fining twisted steel or anchor plate adopt the oxygen cutting when overhanging component and built-in fitting Site Welding, dismounting in pier shaft.This way is on the one hand because of overhead welding, the time-consuming material that takes, and weldquality can not be guaranteed, and has potential safety hazard, is that temperature is very high in the process of welding, cutting on the other hand, burn out easily the concrete on pier shaft surface, and after cutting was finished, because there being residual steel cutting section, difficulty was repaired on the pier shaft surface, the large tracts of land rust staining appears in surface of long duration, and it is attractive in appearance to affect pier shaft.
[summary of the invention]
Easily rail front end junction plate is drawn distortion when the present invention is directed to the Hanging Basket walking, making can not be along connecting between each section rail, and the problem that stays potential safety hazard is connected time-consuming problem with bolt.According to the needs of rail termination cross sectional shape and Hanging Basket walking tractive force, when being provided, a kind of Hanging Basket walking is installed in the spill cassette draw-gear of rail front end.
Above-mentioned purpose of the present invention realizes by following technical scheme: a kind of perforation is to drawing hinged-support type carriage, it is characterized in that: comprise drawing mechanism and i iron truss, the i iron truss is made of crossbeam steel and supporting steel, described drawing mechanism is comprised upper to drawing mechanism and lower to drawing mechanism, upper to drawing mechanism two ends connecting cross beam steel, lower to connection supporting steel lower end, drawing mechanism two ends, supporting steel upper end and the welding of crossbeam steel.
Described to drawing mechanism comprise steel pipe, steel plate, to pull bar and steel hinged-support, described steel pipe two ends are connected and fixed steel plate, described pull bar are passed steel pipe, two ends are by ground tackle anchor connection steel hinged-support.
Described steel hinged-support comprises base plate and flanged plate, and base plate is provided with anchor hole, is provided with stiffening rib between described base plate and the flanged plate.
Be provided with stiffener between described crossbeam steel and the supporting steel.
Described pull bar is made by fining twisted steel.
The present invention's advantage compared with prior art is: adopt the fining twisted steel perforation to drawing hinged-support, only reserve steel pipe in the pier shaft, saved steel; Hinged-support place pier shaft is reserved pit, has guaranteed that pier shaft is attractive in appearance; Member producer processing site is installed, and has saved the engineering time, has guaranteed quality and safety; Utilize the finish rolling screw thread that carriage, pier shaft are connected into integral body, greatly improved the carriage resistance to overturning and born weight bearing power.
[description of drawings]
Fig. 1 is overall structure schematic diagram of the present invention;
Fig. 2 is that the present invention is to the structural representation of drawing mechanism built-in fitting;
Fig. 3 is that the present invention is to the structural representation of drawing mechanism;
Fig. 4 is the Facad structure schematic diagram of hinged-support of the present invention;
Fig. 5 is the side structure schematic diagram of hinged-support of the present invention.
In the accompanying drawing, 1-is upper to drawing mechanism; Under the 2-to drawing mechanism; 3-crossbeam steel; The 4-supporting steel; The 5-steel pipe; The 6-steel plate; 7-is to pull bar; The 8-hinged-support; The 81-base plate; The 82-flanged plate; The 83-anchor hole; The 84-stiffening rib; The 9-ground tackle; The 10-stiffener; The 11-pier shaft; The 12-plastic foam plate; 13-i iron distribution beam.
[specific embodiment]
Below in conjunction with accompanying drawing the present invention is described in further detail:
With reference to figure 1, a kind of perforation is to drawing hinged-support type carriage, it is characterized in that: comprise drawing mechanism and i iron truss, the i iron truss is made of crossbeam steel 3 and supporting steel 4, described drawing mechanism is comprised upper to drawing mechanism 1 and lower to drawing mechanism 2, upper to drawing mechanism 1 two ends connecting cross beam steel 3, lower to connection supporting steel 4 lower ends, drawing mechanism 2 two ends, supporting steel 4 upper ends and 3 welding of crossbeam steel.
With reference to figure 2 and Fig. 3, described upper identical to drawing mechanism 1 or lower contraposition mechanism 2 structures, include steel pipe 5, steel plate 6, to pull bar 7 and steel hinged-support 8, described steel pipe 5 two ends are connected and fixed steel plate 6, described pull bar 7 is passed steel pipe 5, to pull bar 7 two ends by ground tackle 9 anchor connection steel hinged-supports 8.
With reference to figure 3 and Fig. 4, described steel hinged-support 8 comprises base plate 81 and flanged plate 82, and base plate 81 is provided with anchor hole 83, is provided with stiffening rib 84 between described base plate 81 and the flanged plate 82; With reference to figure 1, be provided with stiffener 10 between described crossbeam steel 3 and the supporting steel 4; With reference to figure 3, described pull bar 7 is made by fining twisted steel.
Referring to figs. 1 to Fig. 3, during construction, at pier shaft 11 interior embedded steel tubes 5, form the preformed hole that interts to pull bar 7.Steel pipe 5 two ends steel plates 6 one sides are installed pre-buried plastic foam plate, in order to form pit on the pier shaft surface.Adopt steel plate, i iron in advance at producer's processing hinged-support 8, and the triangle i iron truss of crossbeam steel 3 and supporting steel 4 welding formation.Behind the concrete casting complete of pier shaft top, stripping cuts the plastics vacuolar membrane, in 5 interior interting to pull bar 7 of embedded steel tube, under tower crane or crane cooperation, hinged-support 8 and triangle i iron truss are installed, and are laterally laid at a certain distance i iron, form the operation platform of 0# section.
Specific construction mounting method of the present invention:
1) hinged-support 8 and i iron truss processing and fabricating.
Such as Fig. 4, shown in Figure 5, hinged-support 8 is selected 20mm or 30mm Plate Welding processing and fabricating.
The i iron truss is that i iron and the welding of Two bors d's oeuveres channel-section steel are made, and is triangular in shape.The pin-and-hole position palpus employing of i iron truss and hinged-support 8 junctions is not less than the 10mm steel plate and reinforces.
2) built-in fitting and hinged-support are installed.
1. built-in fitting processing
As shown in Figure 2, built-in fitting is comprised of Φ 48 steel pipes 5 and 4mm steel plate 6 and plastic foam plate 12; Such as Fig. 2, shown in Figure 3, hinged-support 8 anchor systems and embedded part structure schematic diagram.
2. built-in fitting location positioning
Absolute altitude is determined: the absolute altitude position of installation of embedded parts is mainly considered the working space that the installation of beam body lower bolster needs and is decided, mainly considers following factor: a, shaped steel height; B, cushion block (vertical rod) are highly; C, template thickness; D, circuit longitudinal gradient; Working space that e, Hanging Basket bed die and longeron thereof, rear bottom rail joist steel are essential etc.
Horizontal level: the position of the upper and lower hinged-support embedded hole of each truss must remain on the same vertical curve, guarantees that each English truss is on the same vertical plane.
3. built-in fitting is located
For making things convenient for built-in fitting pre-buried, then the position of welding short steel rod location pre-embedded block on pier body formwork is welded in pre-embedded block steel plate point on the spacer bars first, and the reinforcement of weld reinforcing bar was fixed after the installation embedded steel tube was finished.
3) hinged-support 8, i iron truss and i iron distribution beam 13 are installed.
As shown in Figure 1, pier body formwork can cut pre-buried plastic foam plate 12 after removing, and namely forms the square pit that hinged-support 8 is installed after cutting, and checks location, spacing and the size of square pit, and the good hinged-support of prior processing and fabricating is installed.
Shown in Fig. 1,3,5, the i iron truss is by pin and hinged-support 8 bolts, and inspection, adjustment are fixed pin and flanged plate 82 after finishing with the spot welding form, prevent from becoming flexible, deviating from the construction.After the truss installation, lay i iron distribution beam 13, by reasonable distance i iron distribution beam 13 direction across bridge are arranged on the truss, but spot welding is fixed or adopted U-shaped spiral shell to fix between i iron distribution beam 13 and the truss i iron.
Fining twisted steel perforation of the present invention has been saved material to greatest extent to drawing hinged-support type carriage to possess very strong supporting capacity, and the pit design of hinged-support place pier shaft has guaranteed the attractive in appearance of pier shaft.Fining twisted steel passes pier shaft to drawing hinged-support, and the two pier outside shelf brackets of thin-walled and two pier intermediate bracket are coupled together, and has formed constitutionally stable integral body.
It should be noted that at last: above-described embodiment only is for example of the present invention clearly is described; and be not restriction to embodiment; for those of ordinary skill in the field; can also make other changes in different forms on the basis of the above description; here need not also can't give all embodiments exhaustive, and the apparent variation of being amplified out thus or the change still be among protection scope of the present invention.

Claims (5)

1. a perforation is to drawing hinged-support type carriage, it is characterized in that: comprise drawing mechanism and i iron truss, the i iron truss is made of crossbeam steel and supporting steel, described drawing mechanism is comprised upper to drawing mechanism and lower to drawing mechanism, upper to drawing mechanism two ends connecting cross beam steel, lower to connection supporting steel lower end, drawing mechanism two ends, supporting steel upper end and the welding of crossbeam steel.
2. a kind of perforation according to claim 1 is to drawing hinged-support type carriage, it is characterized in that: described to drawing mechanism comprise steel pipe, steel plate, to pull bar and steel hinged-support, described steel pipe two ends are connected and fixed steel plate, described pull bar is passed steel pipe, two ends are by ground tackle anchor connection steel hinged-support.
3. a kind of perforation according to claim 2 is characterized in that drawing hinged-support type carriage: described steel hinged-support comprises base plate and flanged plate, and base plate is provided with anchor hole, is provided with stiffening rib between described base plate and the flanged plate.
4. a kind of perforation according to claim 1 is characterized in that drawing hinged-support type carriage: be provided with stiffener between described crossbeam steel and the supporting steel.
5. a kind of perforation according to claim 1 is characterized in that drawing hinged-support type carriage: described pull bar is made by fining twisted steel.
CN2012101075631A 2012-04-13 2012-04-13 Perforating counter-pull hinge support type bracket Pending CN103374885A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012101075631A CN103374885A (en) 2012-04-13 2012-04-13 Perforating counter-pull hinge support type bracket

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Application Number Priority Date Filing Date Title
CN2012101075631A CN103374885A (en) 2012-04-13 2012-04-13 Perforating counter-pull hinge support type bracket

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CN103374885A true CN103374885A (en) 2013-10-30

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866696A (en) * 2014-03-26 2014-06-18 中铁二十四局集团安徽工程有限公司 Cast-in-situ support of long-cantilever zero segment of short-pylon cable-stayed bridge
CN104131514A (en) * 2014-08-15 2014-11-05 山东省路桥集团有限公司 Steel plate girder bracket and construction method
CN109267487A (en) * 2018-10-15 2019-01-25 中建三局第二建设工程有限责任公司 A kind of long big section bent cap bracket system of overhanging
CN113666279A (en) * 2021-08-16 2021-11-19 中国建筑第八工程局有限公司 Wall-attached embedded part of external climbing tower crane
CN116043693A (en) * 2022-12-15 2023-05-02 保利长大工程有限公司 Construction bracket suitable for large cantilever bent cap of high pier column in water and mounting method of construction bracket

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001164512A (en) * 1999-12-06 2001-06-19 Kajima Corp Cross-section precast segment method
JP2008038463A (en) * 2006-08-07 2008-02-21 Shimizu Corp Bridge girder construction method
CN101660296A (en) * 2009-09-08 2010-03-03 中铁九局集团有限公司 Method for casting concrete 0# block support by continuous beam cantilever
CN101761034A (en) * 2010-03-25 2010-06-30 中国建筑第六工程局有限公司 Construction method of side block straight-line segment of cantilever-concreting continuous beam
CN101942810A (en) * 2010-10-18 2011-01-12 中铁十九局集团第二工程有限公司 Independent pier bent cap template bracket
CN102286925A (en) * 2011-07-08 2011-12-21 四川路航建设工程有限责任公司 Bridge single column pier assembled box bracket system and mounting method thereof

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001164512A (en) * 1999-12-06 2001-06-19 Kajima Corp Cross-section precast segment method
JP2008038463A (en) * 2006-08-07 2008-02-21 Shimizu Corp Bridge girder construction method
CN101660296A (en) * 2009-09-08 2010-03-03 中铁九局集团有限公司 Method for casting concrete 0# block support by continuous beam cantilever
CN101761034A (en) * 2010-03-25 2010-06-30 中国建筑第六工程局有限公司 Construction method of side block straight-line segment of cantilever-concreting continuous beam
CN101942810A (en) * 2010-10-18 2011-01-12 中铁十九局集团第二工程有限公司 Independent pier bent cap template bracket
CN102286925A (en) * 2011-07-08 2011-12-21 四川路航建设工程有限责任公司 Bridge single column pier assembled box bracket system and mounting method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866696A (en) * 2014-03-26 2014-06-18 中铁二十四局集团安徽工程有限公司 Cast-in-situ support of long-cantilever zero segment of short-pylon cable-stayed bridge
CN104131514A (en) * 2014-08-15 2014-11-05 山东省路桥集团有限公司 Steel plate girder bracket and construction method
CN104131514B (en) * 2014-08-15 2016-06-22 山东省路桥集团有限公司 A kind of plate girder bracket and construction method
CN109267487A (en) * 2018-10-15 2019-01-25 中建三局第二建设工程有限责任公司 A kind of long big section bent cap bracket system of overhanging
CN113666279A (en) * 2021-08-16 2021-11-19 中国建筑第八工程局有限公司 Wall-attached embedded part of external climbing tower crane
CN113666279B (en) * 2021-08-16 2023-11-21 中国建筑第八工程局有限公司 Wall-attached embedded part of external climbing tower crane
CN116043693A (en) * 2022-12-15 2023-05-02 保利长大工程有限公司 Construction bracket suitable for large cantilever bent cap of high pier column in water and mounting method of construction bracket

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Application publication date: 20131030