CN102071652A - Method and device for dragging large-tonnage object ashore - Google Patents
Method and device for dragging large-tonnage object ashore Download PDFInfo
- Publication number
- CN102071652A CN102071652A CN2010106086493A CN201010608649A CN102071652A CN 102071652 A CN102071652 A CN 102071652A CN 2010106086493 A CN2010106086493 A CN 2010106086493A CN 201010608649 A CN201010608649 A CN 201010608649A CN 102071652 A CN102071652 A CN 102071652A
- Authority
- CN
- China
- Prior art keywords
- ship
- bank
- tonnage
- steel
- track
- 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.)
- Granted
Links
Images
Landscapes
- Ship Loading And Unloading (AREA)
Abstract
Description
技术领域technical field
本发明属于桥梁吊装运输施工,具体涉及一种大吨位物体从水中拖拉上岸的技术。The invention belongs to bridge hoisting and transportation construction, and in particular relates to a technology for dragging large-tonnage objects ashore from water.
背景技术Background technique
混凝土桥梁拆除的主要技术主要为分解和吊装技术,要实现桥梁拆除取得较高的经济和社会效益,必须权衡混凝土分解和吊装技术方面的费用。现有跨水道的混凝土桥梁拆除时,拆卸下来的构件可从水上转移到岸上,再进行二次处理。如拆卸下来的是小吨位构件,则可以选择常规的如起重机,桅杆吊和浮吊等起重设备来转运,这种桥梁拆除方式不仅需要耗费大量的混凝土分解费,还需耗费大量的调运台班费,一定意义上来说,这对于无后期经济收益的桥梁拆除工程来说是不合适的。The main technology of demolition of concrete bridges is mainly decomposition and hoisting technology. To achieve high economic and social benefits in bridge demolition, the cost of concrete decomposition and hoisting technology must be weighed. When the existing concrete bridge across the waterway is dismantled, the dismantled components can be transferred from the water to the shore for secondary treatment. If the dismantled components are small tonnage components, conventional lifting equipment such as cranes, mast cranes and floating cranes can be used for transfer. This bridge dismantling method not only requires a lot of concrete decomposition costs, but also requires a lot of transportation. In a certain sense, it is inappropriate for bridge demolition projects without later economic benefits.
实际桥梁拆除时,往往为了减少切割分解带来的昂贵费用,经常会考虑大节段地拆卸桥梁结构,这样拆卸下来的构件就是大吨位的(超过50t),如再采用大型起重设备吊装的话,必然要付出更大的经济代价。如何最大程度地减少了切割分解费用的同时,实现大吨位混凝土构件安全经济地转移上岸,目前尚无有效的解决方法。In actual bridge dismantling, in order to reduce the expensive cost of cutting and dismantling, it is often considered to dismantle the bridge structure in large sections, so that the dismantled components are of large tonnage (over 50t), and if they are hoisted by large lifting equipment , will inevitably have to pay a greater economic price. How to minimize the cost of cutting and dismantling, and at the same time realize the safe and economical transfer of large-tonnage concrete members to shore, there is currently no effective solution.
发明内容Contents of the invention
本发明的目的在于提供一种实施大吨位物体拖拉上岸的方法及其装置,以解决上述问题。The object of the present invention is to provide a method and device for dragging large-tonnage objects ashore, so as to solve the above problems.
本发明的实施大吨位物体拖拉上岸的方法,它是在平板驳船龙骨上设置平行的两根船上轨道,船上轨道具有伸出平板驳船船舷外的外伸段,岸上地面轨道;船上轨道的外伸段与岸上地面轨道的衔接段衔接,船上轨道和地面轨道上各布置一套船上钢滑板和岸上钢滑板;大吨位物体放置在船上轨道的船上钢滑板上,通过卷扬机牵引装置拖拉,大吨位物体拖拉滑移到船上轨道的外伸段端部停止,利用升降千斤顶将大吨位物体顶起,脱离船上钢滑板后,船上轨道撤离岸上地面轨道后,升降千斤顶将大吨位物体下放到岸上轨道的岸上钢滑板上,再次通过卷扬机牵引装置拖拉大吨位物体到岸上轨道的另一端,从而实现大吨位的重物上岸。The method for dragging large-tonnage objects ashore according to the present invention is to arrange two parallel on-board rails on the keel of a flat barge, the on-board rails have an overhanging section stretching out from the outboard of the flat barge, the ground rail on the shore; the overhang of the on-board rails The section is connected with the connecting section of the onshore ground track, and a set of onboard steel slides and onshore steel slides are respectively arranged on the ship's track and the ground track; large-tonnage objects are placed on the shipboard steel slides of the ship's track, and are pulled by the hoist traction device. Large-tonnage objects Drag and slide to the end of the extended section of the track on the ship to stop, use the lifting jack to jack up the large-tonnage object, after it is separated from the steel slide plate on the ship, and after the track on the ship is withdrawn from the ground track on the shore, the lifting jack will lower the large-tonnage object to the shore of the on-shore track On the steel slide, the large-tonnage object is dragged to the other end of the shore track through the hoist traction device again, so as to realize the landing of the large-tonnage heavy object.
所述大吨位物体放置在船上钢滑板的托盘或岸上钢滑板的托盘里进行拖拉。The large-tonnage object is placed on the pallet of the steel slide plate on the ship or the pallet of the steel slide plate on the shore to be dragged.
当船上轨道的外伸段与岸上地面轨道的衔接段标高不一致时,通过对平板驳船的水仓或沙容器或土容器加载或减荷调整,平板驳船的高低使船上轨道的外伸段与岸上地面轨道的标高相同。When the elevation of the overhanging section of the track on the ship is inconsistent with the connecting section of the ground track on the shore, by adjusting the loading or unloading of the water tank, sand container or soil container of the flat barge, the height of the flat barge makes the overhanging section of the track on the ship and the shore The ground tracks are at the same elevation.
本发明的实施大吨位物体拖拉上岸的装置,它包括卷扬机牵引装置,它还包括设置与平板驳船上平行的两根船上轨道,船上轨道具有伸出平板驳船船舷外的外伸段;设置于岸上的岸上地面轨道,岸上地面轨道的衔接段与船上轨道的外伸段衔接;在岸上地面轨道与船上轨道的衔接处设有升降千斤顶,船上轨道和地面轨道上各布置一套船上钢滑板和岸上钢滑板。The device for dragging large-tonnage objects ashore of the present invention includes a winch traction device, and it also includes two on-board rails arranged parallel to the flat barge. The connecting section of the onshore ground track is connected with the extended section of the ship's track; a lifting jack is provided at the junction of the onshore ground track and the ship's track, and a set of shipboard steel slides and shore rails are arranged on the ship's track and the ground track. Steel skateboard.
船上钢滑板包括第一钢板,第一钢板下设有第一四氟板,第一钢板的端部向上翘起;第一钢板下设有第一限位钢板,第一限位钢板与船上轨道的侧面平行。The steel slide plate on the ship includes a first steel plate, a first PTFE plate is arranged under the first steel plate, and the end of the first steel plate is tilted upward; a first limiting steel plate is arranged under the first steel plate, and the first limiting plate and the track on the ship sides parallel.
岸上钢滑板包括第二钢板,第二钢板下设有第二四氟板,第二钢板的端部向上翘起;第二钢板下设有第二限位钢板,第二限位钢板与岸上地面轨道的侧面平行。The steel slide plate on the shore includes a second steel plate, a second PTFE plate is arranged under the second steel plate, and the end of the second steel plate is tilted upward; a second limiting steel plate is arranged under the second steel plate, and the second limiting steel plate is connected with the ground on the shore. The sides of the tracks are parallel.
岸上地面轨道的衔接段与船上轨道的外伸段重叠衔接。The connecting section of the ground track on the shore overlaps and connects with the overhanging section of the track on the ship.
平板驳船上设有水仓或沙容器或土容器。A water tank or a sand container or an earth container is provided on the flat barge.
岸上地面轨道固定在岸上轨道基础上,岸上轨道基础为两条平行的混凝土扩大基础,基础内需提前预埋定位螺杆,基础表面需进行整平处理。The ground track on the shore is fixed on the foundation of the onshore track. The foundation of the onshore track is two parallel concrete enlarged foundations. The positioning screws need to be pre-embedded in the foundation, and the surface of the foundation needs to be leveled.
本次发明具有适应性好、结构简单、制作方便、可操作性好、安全可靠、经济性好、运用前景好等技术特征:This invention has technical characteristics such as good adaptability, simple structure, convenient manufacture, good operability, safety and reliability, good economy, and good application prospects:
适应性好:适用于具有水运功能的河道上的物体上岸,既适于小吨位物体,也适应于大吨位物体;既适应集中箱上岸,也适应于混凝土和钢结构上岸。Good adaptability: It is suitable for landing objects on rivers with water transport functions, both for small-tonnage objects and large-tonnage objects; it is suitable for both centralized container landing and concrete and steel structure landing.
本装置结构简单:只需简单的平板驳船、型钢、钢板组合和常用的小型起重设备就可实现重物无吊装设备转运上岸的功能。The structure of the device is simple: only a simple flat barge, section steel, steel plate combination and commonly used small lifting equipment can realize the function of transferring heavy objects to shore without hoisting equipment.
制作方便:该装置需要的部件均为市场上成型产品,通过合理组织即可实现。Easy to make: the parts required by the device are all formed products on the market, which can be realized through reasonable organization.
可操作性好:拖拉装置使用时,只需要1位总指挥手,1位卷扬机操作手,1位千斤顶液压泵站操作手及2位滑移轨道跟踪手即可顺利完成。Good operability: when the traction device is used, only one general commander, one hoist operator, one jack hydraulic pump station operator and two sliding track tracking operators are required to complete the operation smoothly.
安全可靠:整套拖拉装置均为成型产品,系统总成各组成部分安全度高;重物上岸移动过程中不需要提高中心进行吊装,消除了吊装风险;施工过程无特殊工艺,工况稳定,便于控制,施工技术风险小。Safe and reliable: the whole set of hauling devices are molded products, and the safety of each component of the system assembly is high; there is no need to raise the center for hoisting during the movement of heavy objects ashore, eliminating the risk of hoisting; there is no special process in the construction process, and the working conditions are stable and convenient. Control, construction technology risk is small.
经济性好:一方面,该装置主要由市场成形产品组成,组装和加工简单,实现装置本身的成本较低;另一方面,节省了大量的切割分解成本;同时也大大减少了大型起重设备机械台班的费用,具有非常好的经济效益。Good economy: On the one hand, the device is mainly composed of market-shaped products, which is easy to assemble and process, and the cost of realizing the device itself is low; on the other hand, it saves a lot of cutting and disassembly costs; The cost of the mechanical shift has very good economic benefits.
运用前景好:该种装置为大节段混凝土箱梁拆除上岸处理提供了可能,并显示出了良好的技术特点和优越的经济性能,这对于无后期经济收益的桥梁拆除工程来说是非常适合的,具有很好的应用前景。同时,该种装置也可以用到港口码头集中箱及大型钢结构上岸等工程中去,大大拓展其适用领域。Good application prospects: this kind of device provides the possibility for large-segment concrete box girder demolition and landing treatment, and shows good technical characteristics and superior economic performance, which is very suitable for bridge demolition projects without later economic benefits , has a good application prospect. At the same time, this kind of device can also be used in projects such as centralized boxes in ports and wharfs and large-scale steel structures going ashore, greatly expanding its applicable fields.
附图说明Description of drawings
图1大吨位规则物体拖拉上岸装置平面示意图。Fig. 1 is a schematic plan view of the device for dragging large-tonnage regular objects ashore.
图2大吨位非规则物体拖拉上岸装置立面示意图。Figure 2. Schematic diagram of the elevation of the device for dragging large tonnage irregular objects ashore.
图3岸上地面轨道与船上轨道段衔接平面放大示意图。Figure 3 is an enlarged schematic diagram of the connection plane between the ground track on the shore and the track section on the ship.
图4岸上地面轨道与船上轨道段衔接放立面大示意图。Fig. 4 is a large schematic diagram of the connection between the ground track on the shore and the track section on the ship.
如图1、2所示,。针对轨道的物体,平板驳船1通过缆索装置2进行定位和固定,平板驳船1上布置船上轨道3,船上轨道3上设置船上钢滑板4,船上钢滑板4上搁置重物5,船上轨道3具有伸出平板驳船船舷外的外伸段3.1,岸上地面轨道8设置在岸上轨道基础6上,岸上地面轨道8的衔接段8.3与船上轨道3的外伸段3.3衔接,本实施例中两根船上轨道3的外伸段3.1嵌在两个岸上地面轨道8的衔接段8.3内,在岸上地面轨道与船上轨道的衔接处设有升降千斤顶7,岸上轨道8上设置岸上轨道钢滑板9,重物5通过卷扬机牵引装置10依次沿着船上轨道3及岸上轨道8往岸上移动。它是重物拖拉前的结构示意图。As shown in Figure 1 and 2,. For the object on the track, the flat barge 1 is positioned and fixed by the cable device 2, the
平板驳船1需要具有较强的龙骨1.1、容足够可调节水位的水仓(或沙、土容器)1.2,当船上轨道装置3的标高低于岸上轨道8的标高时,水仓(或沙、土容器)1.2需进行减排;缆索装置2需在岸上合适的位置设置锚锭2.2,通过缆绳2.1与驳船上锚柱2.3连接起来;Flat barge 1 needs to have stronger keel 1.1, the water storehouse (or sand, soil container) 1.2 that capacity is enough to adjust water level, when the elevation of
如图3、4所示,船上轨道3由型钢骨架3.1和加劲板3.2组成;船上轨道上的船上钢滑板4包括钢板4.1、钢板4.1下设有四氟板4.3,钢板的端部向上翘起构成仰头构造4.4;钢板4.1下设有限位钢板4.2,限位钢板4.2与船上轨道3的侧面平行;型钢骨架3.1和加劲板3.2均是轨道内部的结构,轨道面是平整的。As shown in Figures 3 and 4, the
四氟板4.3的一面与钢板4.1之间胶站接,另一面与船上轨道3上表面之间通过涂抹黄油接触。如此构造便于通过较小的外力拖拉岸上钢滑板装置上的重物在岸上轨道装置上移动。在重物移动转点时,岸上钢滑板装置应先在千斤顶系统的位置就位。限位钢板4.2用于限制钢板4.1滑出轨道,并起导向的作用;本实施例中限位钢板4.2是由钢板4.1弯折形成的。One side of the PTFE plate 4.3 is glued to the steel plate 4.1, and the other side is in contact with the upper surface of the
岸上轨道8由型钢骨架8.1和加劲板8.2组成;岸上轨道滑板9由包括钢板9.1、钢板9.1下设有四氟板9.3,钢板的端部向上翘起构成仰头构造9.4;钢板9.1下设有限位钢板9.2,限位钢板9.2与岸上轨道8的侧面平行。图中的型钢骨架8.1和加劲板8.2均是轨道内部的结构,轨道面是平整的。The
如图1、2所示,卷扬机牵引装置10包括依次钢丝绳10.1、挂钩10.4、动滑车组10.2、卷扬机装置10.3。As shown in Figures 1 and 2, the
施工时:大吨位物体放置在船上轨道的船上钢滑板上,通过卷扬机牵引装置拖拉,大吨位物体拖拉滑移到船上轨道的外伸段端部停止,利用升降千斤顶将大吨位物体顶起,脱离船上钢滑板后,船上轨道撤离岸上地面轨道后,升降千斤顶将大吨位物体下放到岸上轨道的岸上钢滑板上,再次通过卷扬机牵引装置拖拉大吨位物体到岸上轨道的另一端,从而实现大吨位的重物上岸。During construction: large-tonnage objects are placed on the steel slide plate on the ship’s track, dragged by the traction device of the hoist, and the large-tonnage object is dragged and slipped to the end of the extended section of the ship’s track to stop, and the large-tonnage object is lifted by the lifting jack and separated from it. After the steel slide plate on the ship and the track on the ship are withdrawn from the ground track on the shore, the lifting jack lowers the large-tonnage object onto the steel slide plate on the shore track, and then drags the large-tonnage object to the other end of the on-shore track through the hoist traction device, so as to realize the large-tonnage transportation. Heavy things ashore.
大吨位物体放置在船上钢滑板的托盘或岸上钢滑板的托盘里进行拖拉。Large-tonnage objects are placed on the pallet of the steel slide on the ship or on the pallet of the steel slide on the shore for dragging.
当船上轨道的外伸段与岸上地面轨道的衔接段标高不一致时,通过对平板驳船的水仓或沙容器或土容器加载或减荷调整,平板驳船的高低使船上轨道的外伸段与岸上地面轨道的标高相同。When the elevation of the overhanging section of the track on the ship is inconsistent with the connecting section of the ground track on the shore, by adjusting the loading or unloading of the water tank, sand container or soil container of the flat barge, the height of the flat barge makes the overhanging section of the track on the ship and the shore The ground tracks are at the same elevation.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010608649 CN102071652B (en) | 2010-12-28 | 2010-12-28 | Method and device for dragging large-tonnage object ashore |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010608649 CN102071652B (en) | 2010-12-28 | 2010-12-28 | Method and device for dragging large-tonnage object ashore |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102071652A true CN102071652A (en) | 2011-05-25 |
| CN102071652B CN102071652B (en) | 2013-06-12 |
Family
ID=44030391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010608649 Expired - Fee Related CN102071652B (en) | 2010-12-28 | 2010-12-28 | Method and device for dragging large-tonnage object ashore |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102071652B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498420A (en) * | 2013-10-18 | 2014-01-08 | 中交一公局厦门工程有限公司 | Large-scale steel box beam ashore construction method |
| CN103603275A (en) * | 2013-10-22 | 2014-02-26 | 中铁大桥局集团第四工程有限公司 | System and method for sliding segment steel box beam ashore |
| CN103991720A (en) * | 2014-04-24 | 2014-08-20 | 中交二航局第三工程有限公司 | System and method for transporting large concrete caisson boxes |
| CN113605263A (en) * | 2021-09-07 | 2021-11-05 | 中交瑞通建筑工程有限公司 | Old bridge dismantling method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0619129B2 (en) * | 1984-12-04 | 1994-03-16 | 清水建設株式会社 | Construction method of Tsukishima and pile for Tsukishima construction |
| CN101117793A (en) * | 2007-09-05 | 2008-02-06 | 中国建筑第七工程局 | Steelwork pipe arch bridge float-dragging construction method |
| CN201144394Y (en) * | 2007-12-27 | 2008-11-05 | 中铁四局集团有限公司 | Large-scale girder steel shifting device |
| CN201334782Y (en) * | 2008-12-26 | 2009-10-28 | 倪湘凝 | Water lifting bridge |
-
2010
- 2010-12-28 CN CN 201010608649 patent/CN102071652B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0619129B2 (en) * | 1984-12-04 | 1994-03-16 | 清水建設株式会社 | Construction method of Tsukishima and pile for Tsukishima construction |
| CN101117793A (en) * | 2007-09-05 | 2008-02-06 | 中国建筑第七工程局 | Steelwork pipe arch bridge float-dragging construction method |
| CN201144394Y (en) * | 2007-12-27 | 2008-11-05 | 中铁四局集团有限公司 | Large-scale girder steel shifting device |
| CN201334782Y (en) * | 2008-12-26 | 2009-10-28 | 倪湘凝 | Water lifting bridge |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498420A (en) * | 2013-10-18 | 2014-01-08 | 中交一公局厦门工程有限公司 | Large-scale steel box beam ashore construction method |
| CN103603275A (en) * | 2013-10-22 | 2014-02-26 | 中铁大桥局集团第四工程有限公司 | System and method for sliding segment steel box beam ashore |
| CN103991720A (en) * | 2014-04-24 | 2014-08-20 | 中交二航局第三工程有限公司 | System and method for transporting large concrete caisson boxes |
| CN113605263A (en) * | 2021-09-07 | 2021-11-05 | 中交瑞通建筑工程有限公司 | Old bridge dismantling method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102071652B (en) | 2013-06-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20090217852A1 (en) | Method and apparatus for transporting and mounting offshore wind generators | |
| CN102381440B (en) | Guide chain device | |
| CN102602712A (en) | Method for shipping of segments of steel box girders by rolling | |
| CN102107720A (en) | Marine fan integrated setting system | |
| CN102071652B (en) | Method and device for dragging large-tonnage object ashore | |
| CN103693170A (en) | Floating type offshore wind power assembly platform and method using floating type offshore wind power assembly platform for assembly offshore wind turbine | |
| CN110451295A (en) | A kind of large size adjustable jacking slide device and its gliding method | |
| CN115893042A (en) | A method for sliding wind power pipe piles onto a ship | |
| CN105735223A (en) | Technology for turning and sliding pile extension of pile legs of self-elevating drilling platform | |
| NO341961B1 (en) | A vessel and method of employing a vessel, e.g. in a process of maintaining or assembling an offshore installation, a related assembly and apparatus | |
| CN102888842B (en) | Lengthening and shifting process of large-sized deepwater jacket steel pile | |
| CN102206938A (en) | Novel method for installing upper part block of offshore platform | |
| CN102041781A (en) | Enclosed lake beam type steel bridge installation method based on portal crane | |
| CN205632950U (en) | Marine wind power installs multifunctional platform | |
| CN103174093A (en) | Mounting device and mounting method of steel box girder in support zone | |
| CN207360542U (en) | Large-scale fragmented transport device in a kind of depressed place | |
| CN105480387A (en) | Overall shipping method for shipbuilding gantry crane | |
| CN105692449A (en) | Method for spud leg lengthening and folding of self-elevating drilling platform | |
| CN102381438A (en) | Wholly lifting mounting method for wholly built upstairs stem section of large-size semi-submerged ship | |
| CN108086166B (en) | Hybrid beam continuous rigid frame bridge steel box-girder installation method | |
| CN109441734A (en) | Jacket handling integral type construction technology | |
| CN209023076U (en) | Jacket handling integrated ship | |
| CN209290620U (en) | Large-scale component lifting transport installation integrated ship | |
| CN108203975A (en) | A kind of ocean platform | |
| CN102837978B (en) | Shipment method combining large constructional element rolling and floating crane |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA HARBOUR ENGINEERING CO., LTD. Effective date: 20150727 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150727 Address after: 430071 Wuhan, Wuchang, North Road, No. 122, east sand building, layer 20, Patentee after: CCCC Road & Bridge Special Engineering Co., Ltd. Patentee after: China Harbour Engineering Co., Ltd. Address before: 430071 Wuhan, Wuchang, North Road, No. 122, east sand building, layer 20, Patentee before: CCCC Road & Bridge Special Engineering Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130612 Termination date: 20191228 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |