CN209907211U - Girder steel beam device that falls - Google Patents

Girder steel beam device that falls Download PDF

Info

Publication number
CN209907211U
CN209907211U CN201920338981.9U CN201920338981U CN209907211U CN 209907211 U CN209907211 U CN 209907211U CN 201920338981 U CN201920338981 U CN 201920338981U CN 209907211 U CN209907211 U CN 209907211U
Authority
CN
China
Prior art keywords
steel
plate
clamping
steel beam
jack
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.)
Expired - Fee Related
Application number
CN201920338981.9U
Other languages
Chinese (zh)
Inventor
何勇
火东存
张珂苑
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.)
Shaanxi Railway Institute
Original Assignee
Shaanxi Railway Institute
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shaanxi Railway Institute filed Critical Shaanxi Railway Institute
Priority to CN201920338981.9U priority Critical patent/CN209907211U/en
Application granted granted Critical
Publication of CN209907211U publication Critical patent/CN209907211U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model provides a girder steel beam device that falls, belongs to bridge construction equipment field, its characterized in that: comprises a steel beam, a clamping device and a jack; the jack is inversely fixed at the lower end of the end beam of the steel beam through the clamping device. The clamping device is fixed on the end cross beam of the steel beam, the steel cushion block below the jack is moved out every time, the jack does not need to be dismantled, the construction time is saved, and the construction difficulty is reduced. Especially for the girder falling construction of steel girders crossing a business line, the number of the occupied skylight points can be reduced. The beam falling speed and the safety of the steel beam are greatly improved, and the optimization effect is obvious; clamping device makes the jack fix on the end crossbeam temporarily through filling board and girder steel side surface contact, and the rethread bolt top tightly fills the rubber slab on board surface and makes, can protect the finish paint of girder steel, and need not reserve the connecting hole in advance on the girder steel or weld, has reached the purpose of protection girder steel, has improved the commonality.

Description

一种钢梁落梁装置A steel beam dropping device

技术领域technical field

本实用新型属于桥梁施工装置领域,尤其涉及一种钢梁落梁装置。The utility model belongs to the field of bridge construction devices, in particular to a steel beam dropping device.

背景技术Background technique

随着交通的飞速发展,导致城市道路交通空间不足的问题日渐加剧,钢梁桥凭借适用跨径大、运输安装方便等特点已成为在线路复杂地区跨越既有线路的有效途径之一,已经在各个大中型城市被广泛应用于跨越正在运营的公路、铁路、地铁等。新建钢梁多采用在线路外拼装,然后顶推平移后再整体落梁的安装工艺。在尽量少影响交通通行的情况下,如何将钢梁安全、准确的落位至桥墩支座上是钢梁桥施工的重难点。With the rapid development of traffic, the problem of insufficient traffic space on urban roads is becoming more and more serious. Steel girder bridges have become one of the effective ways to cross existing lines in areas with complex lines due to their large applicable span and convenient transportation and installation. Various large and medium-sized cities are widely used across the operating highways, railways, subways, etc. The new steel beams are mostly assembled outside the line, and then pushed and moved, and then the whole beam is dropped. How to safely and accurately place the steel girder on the pier support is a major difficulty in the construction of a steel girder bridge under the condition that the traffic flow is affected as little as possible.

钢梁落梁目前主要技术为:钢梁拼装完成后,在钢梁的端横梁下布置卸落块,并在顶面设置起顶用千斤顶;开启油泵,千斤顶同时起顶钢梁,让钢梁自重由两侧的垫块支撑变为千斤顶支撑,即让钢梁脱离两侧的钢垫块;人工配合拆除两侧最顶端钢垫块;开启油泵,让千斤顶回油,梁体下落,支撑在两侧的钢垫块上;移出千斤顶,然后取出千斤顶下的一层钢垫块,降低油顶下钢垫块高度,完成一个落梁循环;重新安装千斤顶,重复上述过程,完成落梁作业,最后安装正式支座并锚固。上述落梁技术每拆除千斤顶下的一层钢垫块,均需要移出钢垫块顶上的千斤顶(单个重量约400kg左右),由于正上方有钢梁,所以拆除千斤顶时无法使用吊车等大型设备,只能采用倒链配合人工移出,费时费力,增加了施工难度,而且对钢梁本身和被跨越的线路均存在较大的安全隐患。The main technology of the steel beam falling beam is: after the steel beam is assembled, the unloading block is arranged under the end beam of the steel beam, and the jack for lifting is set on the top surface; The dead weight is changed from the support of the pads on both sides to the support of the jack, that is, the steel beam is separated from the steel pads on both sides; the top steel pads on both sides are removed manually; the oil pump is turned on, the jack is returned to the oil, and the beam body falls and is supported on the On the steel pads on both sides; remove the jack, then take out a layer of steel pads under the jack, lower the height of the steel pads under the oil top, and complete a beam drop cycle; reinstall the jack, repeat the above process, and complete the beam drop operation. Finally the formal supports are installed and anchored. The above-mentioned beam-dropping technique requires removing the jack on top of the steel block (a single weight is about 400kg) when removing a layer of steel block under the jack. Since there is a steel beam directly above, large equipment such as a crane cannot be used when removing the jack. , can only be removed manually by using the inverted chain, which is time-consuming and labor-intensive, increases the difficulty of construction, and poses a greater safety hazard to the steel beam itself and the lines being crossed.

发明内容SUMMARY OF THE INVENTION

本实用新型旨在解决上述问题,提供一种结构简单的钢梁落梁装置。The utility model aims to solve the above problems and provides a steel beam dropping device with a simple structure.

本实用新型所述钢梁落梁装置,包括钢梁、夹紧装置和千斤顶;所述千斤顶通过夹紧装置倒置固定于钢梁的端横梁下端;通过将千斤顶倒置的设置方式,在钢梁落梁过程中,省去对于千斤顶的重复位移操作,减少工作量,从而有效提高施工效率。The steel beam dropping device of the utility model comprises a steel beam, a clamping device and a jack; the jack is inverted and fixed on the lower end of the end beam of the steel beam through the clamping device; In the beam process, the repeated displacement operation of the jack is omitted, the workload is reduced, and the construction efficiency is effectively improved.

本实用新型所述钢梁落梁装置,所述夹紧装置包括底座钢板;所述底座钢板的两侧对称设置有固定块;所述固定块包括水平设置的夹板和垂直于夹板设置的立板;所述夹板与立板固定连接;所述夹板和前述底座钢板上均对称设置有若干固定通孔;所述立板上设置有若干夹紧通孔;所述夹紧通孔对应的立板内壁上固定设置有螺母;所述夹板与底座钢板通过固定通孔经螺栓与螺母固定连接;所述夹紧通孔内设置有夹紧螺栓。在底座钢梁的两侧分别设置一固定块,两侧的固定块通过水平设置的夹板和垂直设置的立板形成一轨道槽状,通过夹板和底座钢板上的固定通孔采用螺栓螺母将千斤顶与夹紧装置相固定;立板上的夹紧通孔内侧固定有螺母,通过在夹紧通孔内设置螺栓,旋紧螺栓,使得螺栓的顶端挤压钢梁的端横梁下端侧壁,将钢梁落量装置固定于钢梁上。In the steel beam dropping device of the utility model, the clamping device comprises a base steel plate; two sides of the base steel plate are symmetrically arranged with fixing blocks; the fixing blocks comprise a horizontally arranged plywood and a vertical plate arranged perpendicular to the plywood The splint is fixedly connected with the vertical plate; the splint and the aforementioned base steel plate are symmetrically provided with a number of fixed through holes; the vertical plate is provided with a number of clamping through holes; the vertical plate corresponding to the clamping through holes A nut is fixedly arranged on the inner wall; the splint and the base steel plate are fixedly connected to the nut through a fixing through hole through a bolt; a clamping bolt is arranged in the clamping through hole. A fixed block is respectively set on both sides of the base steel beam, and the fixed blocks on both sides form a track groove shape through the horizontally arranged splint and the vertically set upright plate. It is fixed with the clamping device; the inner side of the clamping through hole on the vertical plate is fixed with a nut. By arranging bolts in the clamping through holes and tightening the bolts, the top of the bolts presses the lower end sidewall of the end beam of the steel beam, and the bolts are tightened. The steel beam drop device is fixed on the steel beam.

本实用新型所述钢梁落梁装置,所述立板与夹板之间设置有加劲板。通过设置加劲板提高固定块的稳固性,提高操作安全性与使用寿命。In the steel beam dropping device of the utility model, a stiffening plate is arranged between the vertical plate and the clamping plate. The stability of the fixed block is improved by setting the stiffening plate, and the operation safety and service life are improved.

本实用新型所述钢梁落梁装置,所述钢梁的端横梁下端两侧均设置有橡胶板。通过设置橡胶板,使得螺栓前端顶紧在橡胶板上,避免对于钢梁外壁油漆以及结构的损伤,影响美观和耐久性。According to the steel beam dropping device of the utility model, rubber plates are arranged on both sides of the lower end of the end beam of the steel beam. By setting the rubber plate, the front end of the bolt is pressed against the rubber plate, so as to avoid damage to the paint and structure of the outer wall of the steel beam, and affect the appearance and durability.

本实用新型所述钢梁落梁装置,所述橡胶板与钢梁的端横梁下端侧壁之间设置有填板;通过填板增强橡胶板对于钢梁外壁的保护,为橡胶板提供缓冲板层提高夹紧装置的夹紧效果,通过增加对于钢梁外壁的保护。In the steel beam dropping device of the utility model, a filler plate is arranged between the rubber plate and the lower end sidewall of the end beam of the steel beam; the protection of the rubber plate on the outer wall of the steel beam is enhanced by the filler plate, and a buffer plate is provided for the rubber plate The layer improves the clamping effect of the clamping device by adding protection to the outer walls of the steel beam.

本实用新型所述钢梁落梁装置,所述固定通孔与夹紧通孔设置于同一垂直面上;将固定通孔与夹紧通孔设置于同一处置面上,不仅增加了夹紧装置的整体美观度,而且在安装过程中只需上下垂直移动,便于安装操作。In the steel beam dropping device of the utility model, the fixing through holes and the clamping through holes are arranged on the same vertical surface; the fixing through holes and the clamping through holes are arranged on the same disposal surface, which not only increases the clamping device The overall aesthetics, and only need to move up and down vertically during the installation process, which is convenient for installation and operation.

本实用新型所述钢梁落梁装置,所述立板、夹板和加劲板的纵截面呈直角三角形,将其设置为三角形,以增强固定块的稳固性。In the steel beam dropping device of the utility model, the vertical cross-sections of the vertical plates, the clamping plates and the stiffening plates are right-angled triangles, which are arranged in triangles to enhance the stability of the fixed block.

本实用新型所述钢梁落梁装置,所述夹板和前述底座钢板上均对称设置有三对固定通孔;所述立板上设置有三个夹紧通孔。In the steel beam dropping device of the utility model, three pairs of fixing through holes are symmetrically arranged on the splint and the aforementioned base steel plate; and three clamping through holes are arranged on the vertical plate.

本实用新型所述钢梁落梁装置,通过夹紧装置固定在钢梁的端横梁上,每次移出千斤顶下方的钢垫块,不需要拆除千斤顶,节约施工时间并降低了施工难度。尤其对于跨越营业线的钢梁落梁施工,可以减少占用天窗点的数量。大大提高了钢梁落梁速度及安全性,优化效果显著;夹紧装置通过填板与钢梁侧表面接触,再通过螺栓顶紧填板表面的橡胶板来使千斤顶临时固定在端横梁上,可以保护钢梁的面漆,且不需要提前在钢梁上预留连接孔或者焊接,达到了保护钢梁的目的,提高了通用性。The steel beam dropping device of the utility model is fixed on the end beam of the steel beam through the clamping device, and each time the steel block under the jack is removed, the jack does not need to be removed, which saves construction time and reduces construction difficulty. Especially for the steel beam drop beam construction across the business line, the number of occupied skylight points can be reduced. The speed and safety of the steel beam dropping are greatly improved, and the optimization effect is remarkable; the clamping device is in contact with the side surface of the steel beam through the filling plate, and then the rubber plate on the surface of the filling plate is tightened by bolts to temporarily fix the jack on the end beam. The surface paint of the steel beam can be protected, and there is no need to reserve connection holes or welding on the steel beam in advance, so as to achieve the purpose of protecting the steel beam and improve the versatility.

附图说明Description of drawings

图1为本实用新型所述钢梁落梁装置实施例一结构示意图;Fig. 1 is the structural schematic diagram of Embodiment 1 of the steel beam dropping device according to the present invention;

图2为本实用新型所述夹紧装置主视图;Fig. 2 is the front view of the clamping device of the utility model;

图3为本实用新型所述夹紧装置的侧视图;3 is a side view of the clamping device of the present invention;

其中1-底座钢板、2-夹板、3-加劲板、4-立板、5-橡胶板、6-填板、7-螺栓、8-螺母、9-千斤顶、10-垫块、11-钢梁、12-桥墩。Among them, 1- base steel plate, 2- plywood, 3- stiffening plate, 4- vertical plate, 5- rubber plate, 6- filling plate, 7- bolt, 8- nut, 9- jack, 10- spacer, 11- steel Beams, 12 - piers.

具体实施方式Detailed ways

下面结合附图及实施例对本实用新型所述钢梁11落梁装置进行详细说明。The beam dropping device for the steel beam 11 of the present invention will be described in detail below with reference to the accompanying drawings and embodiments.

本实用新型所述钢梁落梁装置,如图1所示,包括钢梁11、夹紧装置和千斤顶9;所述千斤顶9通过夹紧装置倒置固定于钢梁11的端横梁下端;如图2所示,所述夹紧装置包括底座钢板1;所述底座钢板1的两侧对称设置有固定块;所述固定块包括水平设置的夹板2和垂直于夹板2设置的立板4;所述夹板2与立板4固定连接;如图3所示,所述夹板2和前述底座钢板1上均对称设置有三对固定通孔;所述立板4上设置有三个夹紧通孔;所述夹紧通孔对应的立板4内壁上固定设置有螺母8;所述夹板2与底座钢板1通过固定通孔经螺栓7与螺母8固定连接;所述夹紧通孔内设置有夹紧螺栓7。在底座钢梁11的两侧分别设置一固定块,两侧的固定块通过水平设置的夹板2和垂直设置的立板4形成一轨道槽状,通过夹板2和底座钢板1上的固定通孔采用螺栓7螺母8将千斤顶9与夹紧装置相固定;立板4上的夹紧通孔内侧固定有螺母8,通过在夹紧通孔内设置螺栓7,旋紧螺栓7,使得螺栓7的顶端挤压钢梁11的端横梁下端侧壁,将钢梁11落量装置固定于钢梁11上。The steel beam dropping device of the present invention, as shown in FIG. 1 , includes a steel beam 11, a clamping device and a jack 9; 2, the clamping device includes a base steel plate 1; two sides of the base steel plate 1 are symmetrically provided with fixed blocks; the fixed blocks include a horizontally arranged plywood 2 and a vertical plate 4 arranged perpendicular to the plywood 2; The splint 2 is fixedly connected with the vertical plate 4; as shown in Figure 3, the splint 2 and the aforementioned base steel plate 1 are symmetrically provided with three pairs of fixed through holes; the vertical plate 4 is provided with three clamping through holes; A nut 8 is fixed on the inner wall of the vertical plate 4 corresponding to the clamping through hole; the clamping plate 2 and the base steel plate 1 are fixedly connected with the nut 8 through the fixing through hole through the bolt 7; the clamping through hole is provided with a clamping Bolt 7. A fixing block is respectively provided on both sides of the base steel beam 11 , the fixing blocks on both sides are formed into a track groove shape by the horizontally arranged splint 2 and the vertically arranged vertical plate 4 , and the fixing through holes on the splint 2 and the base steel plate 1 are formed. Bolts 7 and nuts 8 are used to fix the jack 9 and the clamping device; the inner side of the clamping through hole on the vertical plate 4 is fixed with a nut 8, by arranging the bolt 7 in the clamping through hole, and tightening the bolt 7, so that the bolt 7 The top end squeezes the lower end sidewall of the end beam 11 of the steel beam 11 , and the falling device of the steel beam 11 is fixed on the steel beam 11 .

本实用新型所述钢梁落梁装置,如图2所示,所述立板4与夹板2之间设置有加劲板3,立板4、夹板2和加劲板3的纵截面呈直角三角形,将其设置为三角形,以增强固定块的稳固性。通过设置加劲板3提高固定块的稳固性,提高操作安全性与使用寿命。所述钢梁11的端横梁下端两侧均设置有橡胶板5。通过设置橡胶板5,使得螺栓7前端顶紧在橡胶板5上,避免对于钢梁11外壁油漆以及结构的损伤,影响美观和耐久性。所述橡胶板5与钢梁11的端横梁下端侧壁之间设置有填板6;通过填板6增强橡胶板5对于钢梁11外壁的保护,为橡胶板5提供缓冲板层提高夹紧装置的夹紧效果,通过增加对于钢梁11外壁的保护。所述固定通孔与夹紧通孔设置于同一垂直面上;将固定通孔与夹紧通孔设置于同一处置面上,不仅增加了夹紧装置的整体美观度,而且在安装过程中只需上下垂直移动,便于安装操作。The steel beam dropping device of the present invention, as shown in Figure 2, is provided with a stiffening plate 3 between the vertical plate 4 and the clamping plate 2, and the vertical cross-sections of the vertical plate 4, the clamping plate 2 and the stiffening plate 3 are right-angled triangles, Set it as a triangle to increase the stability of the block. By setting the stiffening plate 3, the stability of the fixed block is improved, and the operation safety and service life are improved. Rubber plates 5 are provided on both sides of the lower end of the end beam of the steel beam 11 . By arranging the rubber plate 5, the front end of the bolt 7 is pressed against the rubber plate 5, so as to avoid damage to the paint and structure of the outer wall of the steel beam 11, and affect the appearance and durability. A filler plate 6 is arranged between the rubber plate 5 and the lower end sidewall of the end beam of the steel beam 11; the protection of the rubber plate 5 for the outer wall of the steel beam 11 is enhanced by the filler plate 6, and a buffer layer is provided for the rubber plate 5 to improve clamping. The clamping effect of the device, by increasing the protection of the outer wall of the steel beam 11 . The fixing through holes and the clamping through holes are arranged on the same vertical surface; the fixing through holes and the clamping through holes are arranged on the same disposal surface, which not only increases the overall aesthetics of the clamping device, but also only improves the overall aesthetics of the clamping device during the installation process. It needs to move up and down vertically for easy installation and operation.

钢梁11拼装完成后,在钢梁11的安装落梁时,在钢梁11的端横梁下的桥墩12上布置垫块10;将千斤顶9锚固在夹紧装置的顶面,同时利用螺栓7夹紧钢梁11的端横梁,让千斤顶9倒置挂在端横梁上。After the steel beam 11 is assembled, when the steel beam 11 is installed and dropped, the spacer 10 is arranged on the bridge pier 12 under the end beam of the steel beam 11; the jack 9 is anchored on the top surface of the clamping device, and the bolts 7 Clamp the end beam of the steel beam 11, and let the jack 9 hang on the end beam upside down.

开启油泵,千斤顶9同时起顶钢梁11,让钢梁11自重由两侧的垫块10支撑变为千斤顶9支撑,即让钢梁11脱离两侧的钢垫块10;人工配合拆除两侧最顶端的钢垫块10。开启油泵,让千斤顶9回油,梁体下落,支撑在两侧的钢垫块10上。然后直接取出千斤顶9正下方的一层钢垫块10,降低油顶下钢垫块10高度;按照上述步骤重复循环操作,完成落梁作业,最后安装正式支座并锚固。Turn on the oil pump, and the jack 9 lifts the steel beam 11 at the same time, so that the self-weight of the steel beam 11 is supported by the pads 10 on both sides to the jack 9, that is, the steel beam 11 is separated from the steel pads 10 on both sides; remove both sides manually. The topmost steel block 10. Turn on the oil pump, let the jack 9 return oil, the beam body falls, and is supported on the steel pads 10 on both sides. Then directly take out a layer of steel pads 10 directly under the jack 9, lower the height of the steel pads 10 under the oil top; repeat the cycle operation according to the above steps, complete the beam drop operation, and finally install the formal supports and anchor them.

Claims (8)

1. The utility model provides a girder steel roof beam device that falls which characterized in that: comprises a steel beam (11), a clamping device and a jack (9); the jack (9) is inversely fixed at the lower end of the end beam of the steel beam (11) through a clamping device.
2. The steel beam girder erection device of claim 1, characterized in that: the clamping device comprises a base steel plate (1); fixed blocks are symmetrically arranged on two sides of the base steel plate (1); the fixed block comprises a clamp plate (2) arranged horizontally and a vertical plate (4) arranged perpendicular to the clamp plate (2); the clamping plate (2) is fixedly connected with the vertical plate (4); a plurality of fixing through holes are symmetrically formed in the clamping plate (2) and the base steel plate (1); a plurality of clamping through holes are formed in the vertical plate (4); a nut (8) is fixedly arranged on the inner wall of the vertical plate (4) corresponding to the clamping through hole; the clamping plate (2) and the base steel plate (1) are fixedly connected with a nut (8) through a fixing through hole by a bolt (7); and a clamping bolt (7) is arranged in the clamping through hole.
3. The steel beam girder erection device of claim 2, characterized in that: and a stiffening plate (3) is arranged between the vertical plate (4) and the clamping plate (2).
4. The steel beam girder erection device of claim 3, characterized in that: and rubber plates (5) are arranged on two sides of the lower end of the end beam of the steel beam (11).
5. The steel beam girder erection device of claim 4, characterized in that: and a filling plate (6) is arranged between the rubber plate (5) and the side wall of the lower end of the end beam of the steel beam (11).
6. The steel beam girder erection device of claim 5, characterized in that: the fixing through hole and the clamping through hole are arranged on the same vertical plane.
7. The steel beam girder erection device of claim 6, characterized in that: the vertical plates (4), the clamping plates (2) and the stiffening plates (3) are right-angled triangles in longitudinal section.
8. The steel beam girder erection device of claim 7, characterized in that: three pairs of fixing through holes are symmetrically formed in the clamping plate (2) and the base steel plate (1); three clamping through holes are formed in the vertical plate (4).
CN201920338981.9U 2019-03-18 2019-03-18 Girder steel beam device that falls Expired - Fee Related CN209907211U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920338981.9U CN209907211U (en) 2019-03-18 2019-03-18 Girder steel beam device that falls

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920338981.9U CN209907211U (en) 2019-03-18 2019-03-18 Girder steel beam device that falls

Publications (1)

Publication Number Publication Date
CN209907211U true CN209907211U (en) 2020-01-07

Family

ID=69032975

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920338981.9U Expired - Fee Related CN209907211U (en) 2019-03-18 2019-03-18 Girder steel beam device that falls

Country Status (1)

Country Link
CN (1) CN209907211U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111254840A (en) * 2020-03-19 2020-06-09 中国五冶集团有限公司 Integral beam falling structure and beam falling method for steel box girder bridge
CN111501574A (en) * 2020-05-11 2020-08-07 中交二公局第五工程有限公司 Steel plate girder S plane linear guide-beam-free split parallel pushing construction method
CN114232483A (en) * 2021-12-03 2022-03-25 中铁九局集团第二工程有限公司 Method and device for transversely moving prestressed T beam
CN116335050A (en) * 2023-03-21 2023-06-27 中铁十四局集团第三工程有限公司 A beam drop device and method for T beam ends

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111254840A (en) * 2020-03-19 2020-06-09 中国五冶集团有限公司 Integral beam falling structure and beam falling method for steel box girder bridge
CN111501574A (en) * 2020-05-11 2020-08-07 中交二公局第五工程有限公司 Steel plate girder S plane linear guide-beam-free split parallel pushing construction method
CN111501574B (en) * 2020-05-11 2021-11-09 中交二公局第五工程有限公司 Steel plate girder S plane linear guide-beam-free split parallel pushing construction method
CN114232483A (en) * 2021-12-03 2022-03-25 中铁九局集团第二工程有限公司 Method and device for transversely moving prestressed T beam
CN116335050A (en) * 2023-03-21 2023-06-27 中铁十四局集团第三工程有限公司 A beam drop device and method for T beam ends

Similar Documents

Publication Publication Date Title
CN209907211U (en) Girder steel beam device that falls
CN104005338B (en) A kind of long-span cablestayed bridges tower beam three-dimensional temporary consolidation structure
CN105839516B (en) A kind of bridge lateral anti-fall girder apparatus and its construction method
CN205636496U (en) A interim strutting arrangement that is used for support frame bridge crane and whole hole case roof beam
CN114770706B (en) A kind of light T-beam prefabricated equipment and prefabricated installation and construction method
CN109881587B (en) Integral installation method of main tower upper cross beam support in strong wind environment
CN111455802A (en) A bridge upper assembled composite structure and its construction technology
CN110656570A (en) A telescopic pedestrian bridge, construction device and construction method
CN205088583U (en) Bent cap truss -like reinforcing structure
CN203639841U (en) Steel plate-concrete combined reinforcement structure of hollow plate beam
CN115369749A (en) Pier column-beam-bent cap beam integrated public rail double-layer viaduct and construction method
CN203866711U (en) Large span cable-stayed bridge tower beam three-way temporary consolidation structure
CN105648911B (en) Bridge construction Cast-in-situ Beam, bent cap, binder concrete adhesion type prestressed girder support
CN207227957U (en) Pier body construction safety protection platform
CN111926690A (en) Novel pier is assembled in prefabrication
CN204715222U (en) A kind of external prestressing strengthening structure of pier cap beam
CN117328382A (en) Box girder dismantling process
CN211772949U (en) Top-span existing line steel longitudinal beam pushing and mounting system
CN215669062U (en) A construction platform for bridge main tower corbel
CN212388355U (en) A bridge deck structure of a steel truss bridge
CN115434239A (en) Module type bridge deck safety protection facility and design method
CN204551230U (en) A kind of bridge top and the bottom syndeton of overcoat rubber cap steel pipe
CN211646026U (en) General type mould number formula bearing truss
CN211228136U (en) Combined construction platform for hogging moment tensioning of prefabricated T-shaped beam
CN108316119B (en) Steel construction overpass convenient to installation

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200107

Termination date: 20210318

CF01 Termination of patent right due to non-payment of annual fee