CN209907211U - Girder steel beam device that falls - Google Patents
Girder steel beam device that falls Download PDFInfo
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- 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
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 114
- 239000010959 steel Substances 0.000 title claims abstract description 114
- 238000010276 construction Methods 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 4
- 239000003973 paint Substances 0.000 abstract description 4
- 238000005457 optimization Methods 0.000 abstract description 2
- 239000011120 plywood Substances 0.000 description 5
- 239000000945 filler Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
Description
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
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
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
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
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
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Cited By (4)
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 |
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2019
- 2019-03-18 CN CN201920338981.9U patent/CN209907211U/en not_active Expired - Fee Related
Cited By (5)
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 |
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