CN102174793A - Intelligent temperature-control anti-freezing bridge deck - Google Patents

Intelligent temperature-control anti-freezing bridge deck Download PDF

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CN102174793A
CN102174793A CN2011100490346A CN201110049034A CN102174793A CN 102174793 A CN102174793 A CN 102174793A CN 2011100490346 A CN2011100490346 A CN 2011100490346A CN 201110049034 A CN201110049034 A CN 201110049034A CN 102174793 A CN102174793 A CN 102174793A
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bridge deck
concrete
steel
heating wire
temperature
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谭红霞
杨裕恒
涂莉
李建男
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Xiangtan University
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Xiangtan University
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Abstract

本发明公开了一种智能控温防冻桥面,在桥面板上铺设保温层,在保温层浇注下层混凝土,在下层混凝土铺设钢管,在钢管上铺设钢筋,预埋桥面内温度传感器,浇注上层混凝土,在钢管中有电发热丝,钢管的两端套在钢槽中,在电发热丝连线上有温控器。本发明具有如下的有益效果:操作简单,既不会对桥面结构产生影响,发热丝不会因为混凝土的铺筑或车流的运动而挤出桥面铺装层,发热丝得到有效保护并便于维护;同时预知性强,可及时预防桥面由于低温结冰导致的路面湿滑;而且利用感温系统控制开关的闭合,不需要人员操控,能够自动启闭加热装置的开关,实现全天候的有效使用。

The invention discloses an intelligent temperature-controlling antifreeze bridge deck. A thermal insulation layer is laid on the bridge deck, a lower layer of concrete is poured on the thermal insulation layer, steel pipes are laid on the lower concrete layer, steel bars are laid on the steel pipes, a temperature sensor in the bridge deck is pre-embedded, and the upper layer is poured. For concrete, there is an electric heating wire in the steel pipe, the two ends of the steel pipe are sleeved in the steel groove, and a temperature controller is arranged on the connection of the electric heating wire. The invention has the following beneficial effects: the operation is simple, it will not affect the structure of the bridge deck, the heating wire will not be squeezed out of the bridge deck pavement layer due to the concrete paving or the movement of the traffic flow, the heating wire is effectively protected and convenient Maintenance; at the same time, it is predictable and can prevent the wet and slippery road surface caused by low-temperature icing on the bridge deck in time; and the temperature-sensing system is used to control the closing of the switch, which can automatically open and close the switch of the heating device without human manipulation, achieving effective all-weather maintenance. use.

Description

智能控温防冻桥面Intelligent temperature control and antifreeze bridge deck

技术领域technical field

本发明涉及一种防冻桥面。The invention relates to an antifreeze bridge deck.

背景技术Background technique

随着我国国民经济的日益发展,我国的道路交通系统日益完善,路网中的桥梁也越来越多。道路是一个国家的经济命脉,道路的畅通与经济发展和人们的基本生活密不可分,而桥梁是道路的咽喉。寒冷的雨雪天气容易导致路面冰冻,特别是桥面,因桥面下是水域或者悬空,比道路的温度通常低些。特别是桥面结冰冻滑的交通事故给道路畅通和行车安全带来了严重的影响,据统计,15%左右的交通事故与道路积雪有关,不仅人员伤亡损失惨重,而且造成交通堵塞,加重交通负担;高速公路关闭,人们出行受到影响,商品货物无法正常运输,造成巨大的经济损失。北方地区冬季漫长,一年有近5个月的时间是冰冻期,南方地区一年也有近1个月的冰冻期。2011年1月1日~10日,湖南、湖北、江西、贵州、四川、云南、广西大范围出现冰冻灾害,贵州有70县(市、区)出现冻雨,贵阳1日至2日发生交通事故858起3人死亡;江西先后有75个县市出现了雪或雨夹雪天气,杭瑞高速景婺黄段10分钟内发生3起车祸,造成7人死亡;湖南62县市出现冰冻,部分高速公路和国省干线公路交通中断,湖南境内往贵州方向车辆滞留约6公里;云南境内堵车路段数十公里。难忘2008年1月-2月期间连续20天湖南等南方城市的冰灾,停水停电,出行的人们被困在车站或高速公路,交通几乎瘫痪,政府付出巨大的财力、人力、物力,湖南益阳公路部门养路员工全体出动,每天投入50多万元进行机械除冰,抛洒工业盐1500多吨,铺设草袋64000多条,长沙万名城管人员上路对全市主要道路、高架桥、立交桥等地段抛撒工业盐几千吨,铺设草袋几万条,杭州向高速公路撒下10万吨盐。人员伤亡、交通中断带来的经济损失更是难以估量。With the increasing development of our national economy, our country's road traffic system is becoming more and more perfect, and there are more and more bridges in the road network. Roads are the economic lifeline of a country. The smoothness of roads is inseparable from economic development and people's basic life, and bridges are the throats of roads. Cold, rainy and snowy weather can easily cause the road surface to freeze, especially the bridge deck, because the bridge deck is water or suspended, and the temperature is usually lower than that of the road. In particular, traffic accidents caused by icy and slippery bridge decks have seriously affected the smooth flow of roads and driving safety. According to statistics, about 15% of traffic accidents are related to road snow, which not only causes heavy casualties, but also causes traffic jams and aggravates the traffic accidents. Traffic burden: highways are closed, people's travel is affected, and goods and goods cannot be transported normally, causing huge economic losses. The northern region has a long winter, with nearly five months of freezing in a year, and nearly one month of freezing in the south. From January 1 to 10, 2011, large-scale freezing disasters occurred in Hunan, Hubei, Jiangxi, Guizhou, Sichuan, Yunnan, and Guangxi. Freezing rain occurred in 70 counties (cities, districts) in Guizhou, and traffic accidents occurred in Guiyang from January 1 to 2. 858 cases and 3 deaths; 75 counties and cities in Jiangxi successively had snow or sleet weather, and 3 car accidents occurred within 10 minutes on the Jingwuhuang section of Hangrui Expressway, resulting in 7 deaths; 62 counties and cities in Hunan were frozen, and some Traffic on expressways and national and provincial trunk roads was interrupted. Vehicles in the direction of Guizhou in Hunan were stranded for about 6 kilometers; roads in Yunnan were blocked for tens of kilometers. Unforgettable 20 consecutive days of ice disasters in Hunan and other southern cities during January-February 2008. Water and electricity were cut off. Travelers were trapped at stations or expressways. The traffic was almost paralyzed. The road maintenance staff of the Yiyang Highway Department dispatched all the road maintenance staff, invested more than 500,000 yuan a day in mechanical deicing, sprinkled more than 1,500 tons of industrial salt, and laid more than 64,000 straw bags. Ten thousand urban management personnel in Changsha took to the road to sprinkle the main roads, viaducts, and overpasses in the city. Thousands of tons of industrial salt were laid, tens of thousands of straw bags were laid, and 100,000 tons of salt was sprinkled on the highway in Hangzhou. The economic loss caused by casualties and traffic interruption is even more incalculable.

为了避免或减少冰冻灾害造成的此类严重影响,急需采取有效的应对措施。目前广泛采用的化学融雪方法(即撤盐或者其他化合物)有许多负面效应:需要耗费大量人力物力;混凝土受到盐的侵蚀,冻融循环次数不多的情况下极易造成混凝土剥落;钢筋锈蚀、剥蚀桥面及隔离墩.融雪盐的使用已在世界范围内造成严重危害并带来巨大经济损失,而且撒盐主要是针对冰雪路面,为路面除冰。但是,由于路面特别是桥面结冰冻滑的交通事故大多数发生在路面结冰初期,撒盐是在路面结冰之后进行的补救措施。因此寻求其他形式的融雪化冰方法具有非常重要的现实意义。热力学融雪法原理简单而且不会造成污染,成为路面融雪化冰措施之一。热力学法用于路面融雪化冰的研究先后经历了采用地热、太阳能蓄热系统等技术;但地热法安装和建造加热管道比较复杂,而且受到地域条件的限制,太阳能蓄热系统成本过高,使这几种融雪技术在实际工程应用中受到限制,况且对桥面来说,因桥下是悬空的,采用地热或太阳能蓄热更难以实现。寻找安全、理想以及工程适用的热源成为热力学融雪方法的关键。利用发热电缆进行融雪化冰热量可以保证,是一种安全、可靠的融雪化冰手段。但目前的发热电缆都是进口的,价格昂贵,维护不便,国产的质量尚未完全过关,并且加热电缆之间绝不能在任何地方有相互接触,交叉或者重叠的情况,这将造成加热电缆产生过热造成损坏,另外电缆铺设桥面之下,随着桥面的破损,电缆容易断,单独设立变压器供电,变压器的利用率不高,大部分时间处于闲置状态,工程造价太高。目前还提出了一种电热除冰化雪的新材料-导电混凝土,但导电混凝土的研究和应用存在以下两个关键问题,需要进一步研究解决:1)对颗粒状或粉末状的石墨粉、碳粉、焦碳及钢屑等导电材料,由于其长径比小,当掺量较小时,导电材料难以相互接触,不能形成良好的导电网络,故其导电性能差;当掺量较大时,一方面由于碳黑、焦碳等自身强度较低,另一方面由于导电材料的吸水性,将加大混凝土拌和时的需水量,使混凝土的强度大幅降低,难以满足土木工程对力学强度的需要。对碳纤维,虽然掺量较低时即可形成导电网络,但由于纤维搭接的接触面较小,因此其电导率低,需加大纤维的掺量才能改善其导电性能。而过高的纤维含量将使纤维在搅拌时结团成束,难以分散;在成型时易引入大量的气泡,使混凝土强度降低。而对于钢纤维,由于其直径较粗,当纤维掺量较低时,难以形成相互搭接的导电网络,导电性能差;但纤维掺量高时,其工作性又差,采用常规方法很难施工。因此,目前研究的导电混凝土难以较好地兼顾力学与导电这两方面性能的要求。2)导电混凝土的造价普遍较高。特别是石墨、碳纤维等导电组分材料价格昂贵,使其造价远远高于普通混凝土,将近普通混凝土的5倍。上述两个因素严重制约了导电混凝土在实际工程中的大量推广应用。因此寻求一种经济的、环保无污染的、热稳定性好、控制方便、工程上可行的、适合桥面预防积雪结冰的方法具有非常重要的现实意义。In order to avoid or reduce such severe impacts caused by freezing disasters, it is urgent to take effective countermeasures. The currently widely used chemical snow melting method (i.e. removing salt or other compounds) has many negative effects: it requires a lot of manpower and resources; Denudation of bridge decks and isolation piers. The use of snow-melting salt has caused serious harm and huge economic losses worldwide, and salt spraying is mainly aimed at ice and snow roads to de-ice the roads. But because the traffic accident great majority that the road surface is icy and slippery occurs at the initial stage of icing on the road surface, sprinkling salt is a remedial measure carried out after the icing on the road surface. Therefore, it is of great practical significance to seek other forms of snow-melting and ice-melting methods. The principle of thermodynamic snow melting method is simple and will not cause pollution, so it has become one of the measures to melt snow and ice on the road. The thermodynamic method used in the research of melting snow and ice on the road surface has experienced the use of geothermal and solar heat storage systems; however, the geothermal method is more complicated to install and build heating pipes, and is limited by geographical conditions. The cost of solar heat storage systems is too high, making These snow-melting technologies are limited in practical engineering applications. Moreover, for the bridge deck, it is even more difficult to use geothermal or solar heat storage for the bridge deck because it is suspended under the bridge. Finding a safe, ideal, and engineering-applicable heat source becomes the key to thermodynamic snowmelting methods. Using heating cables to melt snow and ice can guarantee the heat, which is a safe and reliable means of snow melting and ice melting. But the current heating cables are all imported, which are expensive, inconvenient to maintain, and the quality of domestic products has not yet passed the test, and the heating cables must not touch each other, cross or overlap at any place, which will cause the heating cables to overheat Cause damage, in addition the cable is laid under the bridge deck, along with the damage of the bridge deck, the cable is easy to break, a separate transformer is set up for power supply, the utilization rate of the transformer is not high, it is idle most of the time, and the project cost is too high. At present, a new material for electrothermal deicing and snow melting-conductive concrete has been proposed, but there are two key issues in the research and application of conductive concrete, which need to be further studied and solved: 1) for granular or powdery graphite powder, carbon Conductive materials such as powder, coke and steel chips, due to their small aspect ratio, when the dosage is small, the conductive materials are difficult to contact each other and cannot form a good conductive network, so their conductivity is poor; when the dosage is large, On the one hand, due to the low strength of carbon black, coke, etc., on the other hand, due to the water absorption of conductive materials, the water demand during concrete mixing will be increased, and the strength of concrete will be greatly reduced, which is difficult to meet the needs of civil engineering for mechanical strength. . For carbon fiber, although the conductive network can be formed when the dosage is low, the electrical conductivity is low due to the small contact surface of the fiber lap, and the conductive performance needs to be improved by increasing the dosage of the fiber. However, if the fiber content is too high, the fibers will agglomerate into bundles during stirring, making it difficult to disperse; a large number of air bubbles will be easily introduced during molding, which will reduce the strength of concrete. As for the steel fiber, due to its thicker diameter, when the fiber content is low, it is difficult to form an overlapping conductive network, and the conductivity is poor; but when the fiber content is high, its workability is poor, and it is difficult to use conventional methods. construction. Therefore, it is difficult for the currently researched conductive concrete to meet the requirements of both mechanical and electrical properties. 2) The cost of conductive concrete is generally higher. In particular, conductive component materials such as graphite and carbon fiber are expensive, making their cost much higher than that of ordinary concrete, nearly five times that of ordinary concrete. The above two factors seriously restrict the popularization and application of conductive concrete in practical engineering. Therefore, it is of great practical significance to seek an economical, environmentally friendly, non-polluting, good thermal stability, convenient control, engineering feasibility, and suitable method for bridge decks to prevent snow from freezing.

发明内容Contents of the invention

本发明的目的是提供一种智能控温防冻桥面。The purpose of the present invention is to provide an intelligent temperature control and antifreeze bridge deck.

本发明的目的是通过如下方式实现的:一种智能控温防冻桥面,在桥面板上铺设保温层,在保温层浇注下层混凝土,在下层混凝土铺设钢管,在钢管上铺设钢筋,预埋桥面内温度传感器,浇注上层混凝土,在钢管中有电发热丝,钢管的两端套在钢槽中,在电发热丝连线上有温控器。The object of the present invention is achieved by the following methods: an intelligent temperature control and antifreeze bridge deck, laying an insulation layer on the bridge deck, pouring the lower concrete on the insulation layer, laying steel pipes on the lower concrete, laying steel bars on the steel pipes, and pre-burying the bridge The in-plane temperature sensor is poured into the upper layer of concrete. There is an electric heating wire in the steel pipe, and the two ends of the steel pipe are set in the steel groove.

本发明具有如下的有益效果,1)操作简单,既不会对桥面结构产生影响,发热丝不会因为混凝土的铺筑或车流的运动而挤出桥面铺装层,发热丝得到有效保护并便于维护;同时预知性强,可及时预防桥面由于低温结冰导致的路面湿滑;而且利用感温系统控制开关的闭合,不需要人员操控,能够自动启闭加热装置的开关,实现全天候的有效使用。2)它是一种主动预防措施,在积雪结冰之前就启动加热装置,使桥面保持0℃以上,而不是等积雪结冰后被动的去化雪除冰,可以减少大量的能耗。3)这种智能控温防冻桥面,在发热管两端套有钢槽,发热丝可以是直丝或螺旋状,发热丝来回穿行于发热管和钢槽中,既起到用于对混凝土铺装层的防裂,防止局部变形等功能,同时又能保护发热丝,防止混凝土在铺筑、振捣、碾压以及桥梁运营过程中重载车辆的振动、桥面维修养护对发热丝的损坏,全程保护发热丝。4)在桥面预埋桥面内温度传感器,可分别感应桥面内和环境中的温度,只当环境温度低于0℃~2℃时才自动开启加热装置,当桥面温度超过2℃~5℃时又自动关闭加热装置,并由串联于加热装置的电子自动温控器根据桥面铺装层间和环境中所设定的温度自动开启和关闭,使桥面不积雪不结冰。5)整个系统如出现问题便于检查维修,根据发热管摆放的方向,只需在桥面纵向或横向两端凿开一定宽度的铺装层上层混凝土,打开钢槽,即可方便地检查维修任何地方的发热丝,而且不影响正常交通运营。The invention has the following beneficial effects: 1) The operation is simple, it will not affect the structure of the bridge deck, the heating wire will not be squeezed out of the bridge deck pavement layer due to the concrete paving or the movement of the traffic flow, and the heating wire will be effectively protected And it is easy to maintain; at the same time, it is predictable and can prevent the bridge deck from being wet and slippery due to low-temperature freezing in time; and the temperature-sensing system is used to control the closing of the switch, which can automatically open and close the switch of the heating device without personnel manipulation, realizing all-weather effective use. 2) It is an active preventive measure, which starts the heating device before the snow freezes to keep the bridge deck above 0°C, instead of passively de-icing the snow after the snow freezes, which can reduce a lot of energy. consumption. 3) This kind of intelligent temperature control and antifreeze bridge deck is equipped with steel grooves at both ends of the heating pipe. The heating wire can be straight or spiral. Anti-cracking of the pavement layer, preventing local deformation and other functions, while protecting the heating wire, preventing the vibration of heavy-duty vehicles during concrete paving, vibrating, rolling and bridge operation, and bridge deck maintenance and maintenance on the heating wire Damaged, protect the heating wire all the way. 4) The temperature sensor in the bridge deck is pre-embedded on the bridge deck, which can sense the temperature in the bridge deck and the environment respectively. Only when the ambient temperature is lower than 0℃~2℃, the heating device will be turned on automatically. When the bridge deck temperature exceeds 2℃ At ~5°C, the heating device is automatically turned off, and the electronic automatic temperature controller connected in series with the heating device is automatically turned on and off according to the temperature set between the bridge deck pavement and the environment, so that the bridge deck is free from snow and condensation ice. 5) If there is a problem with the whole system, it is easy to check and maintain. According to the direction in which the heating pipes are placed, you only need to cut a certain width of concrete on the upper layer of the pavement at both ends of the bridge deck in the longitudinal or horizontal direction, and open the steel channel for easy inspection and maintenance. Heating wires anywhere without affecting normal traffic operations.

附图说明Description of drawings

图1是本发明智能控温防冻桥面的剖面视图;Fig. 1 is the sectional view of intelligent temperature control antifreeze bridge deck of the present invention;

图2是本发明钢筋、发热管电热丝和钢槽的安装结构示意图;Fig. 2 is the installation structure schematic diagram of steel bar, heating pipe heating wire and steel channel of the present invention;

具体实施方式Detailed ways

如图1、图2所示,一种智能控温防冻桥面,在桥面板1上铺设保温层2,在保温层2浇注下层混凝土3,在下层混凝土3铺设钢管5,在钢管5上铺设钢筋6,预埋桥面内温度传感器4,浇注上层混凝土7,在钢管5中有电发热丝8,钢管5的两端套在钢槽9中,在电发热丝8连线上有温控器10。As shown in Figure 1 and Figure 2, an intelligent temperature control and antifreeze bridge deck, laying an insulation layer 2 on the bridge deck 1, pouring the lower concrete 3 on the insulation layer 2, laying steel pipes 5 on the lower concrete 3, and laying on the steel pipes 5 Rebar 6, pre-embedded temperature sensor 4 in the bridge deck, pouring upper concrete 7, electric heating wire 8 in steel pipe 5, both ends of steel pipe 5 are set in steel channel 9, and temperature control is provided on the connection line of electric heating wire 8 device 10.

Claims (1)

1. antifreeze bridge floor of intelligent temperature control, it is characterized in that: go up at bridge deck (1) and lay insulation layer (2), in insulation layer (2) cast lower-layer concrete (3), lay steel pipe (5) in lower-layer concrete (3), go up at steel pipe (5) and lay reinforcing bar (6), temperature pick up (4) in the pre-buried bridge floor, layer concrete in the cast (7), Electrothermic wire (8) is arranged in steel pipe (5), and the two ends of steel pipe (5) are enclosed within the steel tank (9), on Electrothermic wire (8) line temperature controller (10) are arranged.
CN2011100490346A 2011-03-02 2011-03-02 Intelligent temperature-control anti-freezing bridge deck Pending CN102174793A (en)

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Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535266A (en) * 2012-02-07 2012-07-04 绍兴文理学院 Anti-freezing device for track
CN102677573A (en) * 2012-05-10 2012-09-19 北京路桥瑞通养护中心有限公司 Heating system for epoxy asphalt steel bridge deck pavement and pavement method
CN104032645A (en) * 2014-06-25 2014-09-10 杭州宇航交通工程有限公司 Anti-freezing and thawing system for thermal cycle bridge deck
CN104652266A (en) * 2014-10-21 2015-05-27 陈黛丽 Bridge deck anti-icing device
CN104674658A (en) * 2015-01-12 2015-06-03 东南大学 Single layer FRP concrete composite bridge slab construction method
CN105463953A (en) * 2016-01-07 2016-04-06 中铁工程设计咨询集团有限公司 Device and method for melting ice and snow for steel-concrete combined track beam by heating steel pipes
CN106884375A (en) * 2017-03-20 2017-06-23 浙江鑫直建筑有限公司 A kind of ancient building shelter bridge and its construction method with antifreeze bridge floor
CN107905179A (en) * 2017-11-22 2018-04-13 水利部交通运输部国家能源局南京水利科学研究院 A kind of cold area's earth and rockfill dam anti-freeze expansion structure and its construction method
CN109507226A (en) * 2018-12-04 2019-03-22 湖北工业大学 A kind of experimental rig and its test method of concrete bridge deck thermal method deicing or snow melting
CN111287084A (en) * 2020-03-19 2020-06-16 湘潭大学 An intelligent antifreeze bridge deck structure and construction method
CN113668409A (en) * 2021-08-24 2021-11-19 福建九鼎建设集团有限公司 External prestressed tendon fire-proof heat-insulation device
CN113846529A (en) * 2021-10-21 2021-12-28 中建七局第四建筑有限公司 Bridge deck deicing temperature control system and method
CN114319011A (en) * 2021-12-31 2022-04-12 中交基础设施养护集团宁夏工程有限公司 Complete device for melting snow and ice on highway pavement and deicing method thereof

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JP2002188109A (en) * 2000-12-22 2002-07-05 Yusetsu Techno Kk Antifreezing and snow melting system for road
CN2839355Y (en) * 2005-06-03 2006-11-22 董绍付 Antifreezing and fogproof safety pavement
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Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102535266A (en) * 2012-02-07 2012-07-04 绍兴文理学院 Anti-freezing device for track
CN102677573B (en) * 2012-05-10 2016-06-22 北京路桥瑞通养护中心有限公司 A kind of bituminous epoxy paving steel bridge deck heating system and method for paving
CN102677573A (en) * 2012-05-10 2012-09-19 北京路桥瑞通养护中心有限公司 Heating system for epoxy asphalt steel bridge deck pavement and pavement method
CN104032645A (en) * 2014-06-25 2014-09-10 杭州宇航交通工程有限公司 Anti-freezing and thawing system for thermal cycle bridge deck
CN104652266A (en) * 2014-10-21 2015-05-27 陈黛丽 Bridge deck anti-icing device
CN104674658A (en) * 2015-01-12 2015-06-03 东南大学 Single layer FRP concrete composite bridge slab construction method
CN105463953B (en) * 2016-01-07 2017-07-04 中铁工程设计咨询集团有限公司 The method of steel reinforced concrete combined track beam heating steel pipe ice-melt snow device and ice-melt snow
CN105463953A (en) * 2016-01-07 2016-04-06 中铁工程设计咨询集团有限公司 Device and method for melting ice and snow for steel-concrete combined track beam by heating steel pipes
CN106884375A (en) * 2017-03-20 2017-06-23 浙江鑫直建筑有限公司 A kind of ancient building shelter bridge and its construction method with antifreeze bridge floor
CN106884375B (en) * 2017-03-20 2018-03-20 浙江鑫直建筑有限公司 A kind of ancient building shelter bridge and its construction method with antifreeze bridge floor
CN107905179A (en) * 2017-11-22 2018-04-13 水利部交通运输部国家能源局南京水利科学研究院 A kind of cold area's earth and rockfill dam anti-freeze expansion structure and its construction method
CN109507226A (en) * 2018-12-04 2019-03-22 湖北工业大学 A kind of experimental rig and its test method of concrete bridge deck thermal method deicing or snow melting
CN109507226B (en) * 2018-12-04 2021-04-16 湖北工业大学 Test device and test method for snow melting and ice melting of concrete bridge deck by electric heating method
CN111287084A (en) * 2020-03-19 2020-06-16 湘潭大学 An intelligent antifreeze bridge deck structure and construction method
CN111287084B (en) * 2020-03-19 2021-10-15 湘潭大学 An intelligent antifreeze bridge deck structure and construction method
CN113668409A (en) * 2021-08-24 2021-11-19 福建九鼎建设集团有限公司 External prestressed tendon fire-proof heat-insulation device
CN113846529A (en) * 2021-10-21 2021-12-28 中建七局第四建筑有限公司 Bridge deck deicing temperature control system and method
CN114319011A (en) * 2021-12-31 2022-04-12 中交基础设施养护集团宁夏工程有限公司 Complete device for melting snow and ice on highway pavement and deicing method thereof

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Application publication date: 20110907