CN106968159A - A kind of bridge structure of town airbus - Google Patents
A kind of bridge structure of town airbus Download PDFInfo
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- CN106968159A CN106968159A CN201710212293.3A CN201710212293A CN106968159A CN 106968159 A CN106968159 A CN 106968159A CN 201710212293 A CN201710212293 A CN 201710212293A CN 106968159 A CN106968159 A CN 106968159A
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- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 2
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- 230000003014 reinforcing effect Effects 0.000 claims 2
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- 238000010586 diagram Methods 0.000 description 8
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- 241000209094 Oryza Species 0.000 description 2
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
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Abstract
本发明公开一种市镇空中客车用的桥梁结构,包括顶柱、靠柱、U型主桥梁、四根轨道和一根大梁,顶柱与靠柱设置在U型主桥梁下方以支撑该U型主桥梁;顶柱与靠柱设置在U型主桥梁下方以支撑该U型主桥梁。本发明的桥梁结构,能够平稳地运行蜈蚣型客运电车,运输方便快捷,节省了道路空间,运输能力强。
The invention discloses a bridge structure for urban airbus, which comprises a top column, a support column, a U-shaped main bridge, four tracks and a girder, and the top column and the support column are arranged under the U-shaped main bridge to support the U-shaped bridge. U-shaped main bridge; the top column and the leaning column are arranged below the U-shaped main bridge to support the U-shaped main bridge. The bridge structure of the invention can run centipede-type passenger trams smoothly, has convenient and fast transportation, saves road space, and has strong transportation capacity.
Description
技术领域technical field
本发明属于交通运输技术领域,尤其涉及市镇空中客车用的桥梁结构。The invention belongs to the technical field of transportation, and in particular relates to a bridge structure for urban airbuses.
背景技术Background technique
目前我国交通工具主要是高铁、地铁、公交车等,其中高铁地铁等成本高,公交车没有专道,经常堵车。另一方面,公交车、汽车等交通工具都使用煤或石油等燃料,不仅浪费能源,而且容易产生雾霾,不够环保。其中,公布号CN102310891A、公布日2012.1.11、名称一种采用低电压直流电的蜈蚣型客运电车,请参见专利。At present, the means of transportation in my country are mainly high-speed rail, subway, bus, etc. Among them, the cost of high-speed rail and subway is high, and there is no dedicated bus lane, which often leads to traffic jams. On the other hand, vehicles such as buses and automobiles use fuel such as coal or petroleum, which not only wastes energy, but also easily produces smog, which is not environmentally friendly. Among them, the publication number CN102310891A, the publication date 2012.1.11, and the name are a centipede-type passenger tram using low-voltage direct current, please refer to the patent.
发明内容Contents of the invention
本发明旨在克服现有技术的缺陷,提供一种市镇空中客车用的桥梁结构,此结构应用范围广,除了通常地区,也适用于市镇,海边山区。该结构建在公路两边不占土地,并且环保。其结构设计可抗风、抗雪、抗洪、抗冰,人、货都可以出行,提高速度,减少事故,提高经济。The present invention aims to overcome the defects of the prior art, and provides a bridge structure for airbuses in cities and towns. This structure has a wide range of applications, and is also suitable for towns, seaside and mountainous areas except for common areas. The structure is built on both sides of the road, does not occupy land, and is environmentally friendly. Its structural design can resist wind, snow, flood and ice, people and goods can travel, increase speed, reduce accidents and improve economy.
为了解决上述技术问题,本发明提供以下技术方案:In order to solve the above technical problems, the present invention provides the following technical solutions:
一种市镇空中客车用的桥梁结构,其特征在于,包括顶柱、靠柱、U型主桥梁、四根轨道和一根大梁,顶柱与靠柱设置在U型主桥梁下方以支撑该U型主桥梁;A kind of bridge structure that the airbus of a kind of city is used, it is characterized in that, comprises top post, by post, U-shaped main bridge, four tracks and a girder, top post and by post are arranged below U-shaped main bridge to support this U-shaped main bridge;
所述顶柱,其主体为圆柱形支撑柱,顶柱顶端通过一字型横梁或者直接支撑U型主桥梁,顶柱底端直通地平面,地平面下方设置固定所述圆柱型支撑柱的固定块,所述固定块是横截面正方形的固定块,固定块的四角、中心、及四边中心均设有固定柱,所述固定柱为通过压机压入地下的空心钢管,空心钢管壁上开设孔洞,空心钢管内浇筑土壤固化剂或水泥石灰浆;或者在岩石地区通过打孔入注灌浆法形成固定柱;The main body of the top column is a cylindrical support column, the top of the top column is directly supported by a straight beam or the U-shaped main bridge, the bottom of the top column is directly connected to the ground plane, and a fixing device for fixing the cylindrical support column is arranged below the ground plane. The fixed block is a fixed block with a square cross section. The four corners, the center, and the center of the four sides of the fixed block are all equipped with fixed columns. The fixed columns are hollow steel pipes pressed into the ground by a press. Holes, pouring soil curing agent or cement lime slurry in hollow steel pipes; or forming fixed columns by drilling and injecting grouting in rocky areas;
所述靠柱,其主体为四棱形支撑柱,顶端为工字型横梁,工字型横梁两端卡在U型主桥梁外侧固定主桥梁,底端直通地平面,地平面下方设置固定所述四棱形支撑柱的靠柱固定块,所述靠柱固定块是横截面正方形的固定块,靠柱固定块的四角、中心及四边中心均设有固定柱,所述固定柱为通过压机压入地下的空心钢管,空心钢管壁上开设孔洞,空心钢管内浇筑土壤固化剂或水泥石灰浆,或者在岩石地区通过打孔入注灌浆法形成固定柱;The main body of the support column is a quadrangular support column, and the top is an I-shaped beam. The two ends of the I-shaped beam are stuck on the outside of the U-shaped main bridge to fix the main bridge. The fixed block by the column of the quadrangular support column, the fixed block by the column is a fixed block with a square cross section, the four corners, the center and the center of the four sides of the fixed block by the column are all provided with fixed columns, and the fixed columns are formed by pressing Hollow steel pipes pressed into the ground by machine, holes are opened on the walls of the hollow steel pipes, soil curing agent or cement-lime slurry is poured into the hollow steel pipes, or fixed columns are formed by punching and injecting grouting in rocky areas;
所述U型主桥梁底面上铺设有相互平行的四根轨道和一根大梁,U型主桥梁的两个侧边的顶端设有凸向内侧的卡板,所述该U型主桥梁的底面为绝缘板,U型主桥梁的底面接入直流电铜棒通入直流电源;根据地形地貌的需要而任意设置顶柱和靠柱交替方式。The bottom surface of the U-shaped main bridge is laid with four parallel tracks and a girder, and the tops of the two sides of the U-shaped main bridge are provided with clamping plates protruding to the inside. The bottom surface of the U-shaped main bridge It is an insulating board, and the bottom surface of the U-shaped main bridge is connected to a DC copper rod to be connected to a DC power supply; according to the needs of the topography and landform, the top column and the support column can be set arbitrarily alternately.
其中,顶柱的作用是用于支撑U型主桥梁,靠柱的作用除了支撑U型主桥梁之外,还用于固定U型主桥梁,其利用工字型横梁两端的立柱卡靠在U型主桥梁外侧,当遇大风天气,两个立柱与U型主桥梁相接处为受力点,可以充分固定主桥梁,使其不受风力影响。另外,可以根据地形地貌的需要而任意设置顶柱和靠柱交替,例如风大地区,可以设置为两个靠柱、一个顶柱、两个靠柱、一个顶柱…的交替方式,从而能够使桥梁结构更防风坚固。例如在少风地区,也可以设置为一个靠柱、一个顶柱、一个靠柱、一个顶柱…的交替方式,减少靠柱的设立,在坚固的前提下减少原料用量,也是一种节能设计。另外,空心钢管管壁开设有孔洞,当管内浇筑土壤固化剂或水泥石灰浆等时,土壤固化剂或水泥石灰浆通过孔洞流出形成板结土能够进一步与土壤之间牢固结合,对整个桥梁结构起到加固作用。另外,所述直流电的电压不受限定,只要是220伏以下不会对人体造成伤害且能使车辆可以平稳运行的电压即可。Among them, the function of the top column is to support the U-shaped main bridge, and the function of the support column is not only to support the U-shaped main bridge, but also to fix the U-shaped main bridge. On the outside of the U-shaped main bridge, when there is a strong wind, the joint between the two columns and the U-shaped main bridge is the stress point, which can fully fix the main bridge so that it is not affected by the wind. In addition, the alternation of the top pillar and the support pillar can be arbitrarily set according to the needs of the topography. Make the bridge structure more windproof and stronger. For example, in areas with little wind, it can also be set to alternate ways of one pillar, one top pillar, one pillar, and one top pillar... to reduce the establishment of pillars and reduce the amount of raw materials under the premise of being strong, which is also an energy-saving design. . In addition, there are holes in the wall of the hollow steel pipe. When the soil curing agent or cement lime slurry is poured in the pipe, the soil curing agent or cement lime slurry flows out through the holes to form compacted soil, which can further be firmly combined with the soil and play a role in the entire bridge structure. to reinforcement. In addition, the voltage of the direct current is not limited, as long as it is a voltage below 220 volts that will not cause harm to the human body and enables the vehicle to run smoothly.
根据如上所述的市镇空中客车用的桥梁结构,所述顶柱、固定块、靠柱的主体以及靠柱固定块均为外表面包覆钢板的水泥浇筑块或碎石混凝土浇筑块,或所述顶柱及靠柱的主体是中间镂空;钢板外表面热镀锌。According to the above-mentioned bridge structure used by the urban airbus, the top column, the fixed block, the main body of the column and the fixed block by the column are all cement pouring blocks or gravel concrete pouring blocks coated with steel plates on the outer surface, or The main body of the top column and the support column is hollow in the middle; the outer surface of the steel plate is hot-dip galvanized.
其中,顶柱及靠柱的主体以及固定块除了可以是水泥浇筑块以外,也可以是碎石、碎砖头等的混凝土浇筑块,只要在牢固的同时能起到支撑作用即可。Wherein, the main body and the fixed block of the top column and the column can also be concrete pouring blocks such as crushed stones and broken bricks, as long as they can play a supporting role while being firm.
根据如上所述的市镇空中客车用的桥梁结构,作为顶柱主体的圆柱形支撑柱及靠柱主体的四棱形支撑柱高度为2-6米。According to the above-mentioned bridge structure used by the town airbus, the height of the cylindrical support column as the main body of the top column and the quadrangular support column of the main body by the column is 2-6 meters.
根据如上所述的市镇空中客车用的桥梁结构,所述顶柱的固定块的横截面为1.5米正方形,固定块高度为30-60厘米,其空心钢管底端距离地平面2-4米;所述靠柱固定块的横截面为1.5-2米正方形,靠柱固定块高度为50-100厘米,其空心钢管底端距离地平面3-6米。According to the above-mentioned bridge structure used by the township airbus, the cross-section of the fixed block of the top column is 1.5 meters square, the height of the fixed block is 30-60 cm, and the bottom end of the hollow steel pipe is 2-4 meters away from the ground plane The cross-section of the fixed block by the column is 1.5-2 meters square, the height of the fixed block by the column is 50-100 cm, and the bottom end of the hollow steel pipe is 3-6 meters away from the ground plane.
其中,顶柱的固定块及靠柱的固定块的个尺寸高度等均不限于此,只要起到固定作用即可。Wherein, the size and height of the fixing block of the top column and the fixing block of the leaning column are not limited thereto, as long as they play a fixing role.
根据如上所述的市镇空中客车用的桥梁结构,顶柱及靠柱的主体通过加固条或者倒圆锥形圆托加固支撑横梁或U型主桥梁;所述顶柱及靠柱的主体、以及U型主桥梁的外表面设有加固条,加固条是米字型、V字型或八字型。According to the above-mentioned bridge structure used by the township airbus, the main body of the top column and the column is reinforced by a reinforcement bar or an inverted conical round bracket to support the beam or the U-shaped main bridge; the main body of the top column and the column, and The outer surface of the U-shaped main bridge is provided with reinforcement strips, and the reinforcement strips are rice-shaped, V-shaped or eight-shaped.
其中,加固条起到进一步加固的作用即可,其材质可以是钢材、不锈钢等,可也以对其进行热镀锌。Wherein, the reinforcement strip only needs to play the role of further reinforcement, and its material can be steel, stainless steel, etc., and can also be hot-dip galvanized.
根据如上所述的市镇空中客车用的桥梁结构,U型主桥梁宽1.2米、高1米、卡板宽15厘米;所述U型主桥梁一体成型或者拼接而成。According to the above-mentioned bridge structure used by the urban airbus, the U-shaped main bridge is 1.2 meters wide, 1 meter high, and the clamping plate is 15 centimeters wide; the U-shaped main bridge is integrally formed or spliced.
其中,U型主桥梁可以一体成型,如一体浇筑成型,这样大大提高安装的便利性,节省人力物力。但其也可以拼接而成,这样便于安装前的运输。Among them, the U-shaped main bridge can be integrally formed, such as integrally cast, which greatly improves the convenience of installation and saves manpower and material resources. But it can also be spliced, which is convenient for transportation before installation.
根据如上所述的市镇空中客车用的桥梁结构,所述顶柱及靠柱的空心钢管管壁设置为三角形立体螺纹环绕,三角立体螺纹内部与空心钢管一体贯通,三角形立体螺纹上开设孔洞。According to the above-mentioned bridge structure used by the township airbus, the hollow steel tube wall of the top column and the column is set to be surrounded by triangular three-dimensional threads, the interior of the triangular three-dimensional threads is integrated with the hollow steel pipe, and holes are provided on the triangular three-dimensional threads.
其中,三角形立体螺纹内部与空心钢管内部一体贯通且三角形立体螺纹上开设孔洞,同样,当管内浇筑土壤固化剂或水泥石灰浆等时,土壤固化剂或水泥石灰浆通过孔洞流出形成板结土能够进一步与土壤之间牢固结合,对整个桥梁结构起到加固作用,由于三角形立体螺纹能够更为牢固地嵌入土壤,并且,三角形立体螺纹与土壤接触面积大于直管,三角形立体螺纹上的孔洞必然多于直管,因此能够更加进一步起到与土壤牢固结合而加固整个桥梁结构的作用。Wherein, the interior of the triangular three-dimensional thread is integrally connected with the interior of the hollow steel pipe and holes are provided on the triangular three-dimensional thread. Similarly, when the soil curing agent or cement lime slurry is poured in the pipe, the soil curing agent or cement lime slurry flows out through the holes to form a compacted soil. The solid connection between the triangular three-dimensional thread and the soil can reinforce the entire bridge structure. Since the triangular three-dimensional thread can be more firmly embedded in the soil, and the contact area between the triangular three-dimensional thread and the soil is larger than that of the straight pipe, the holes on the triangular three-dimensional thread must be more than that of the straight pipe. Straight pipe, so it can further play a role in firmly combining with the soil and strengthening the entire bridge structure.
根据如上所述的市镇空中客车用的桥梁结构,所述靠柱的主体由两根以上的四棱形支撑柱以及横向连接四棱形支撑柱的加固柱构成。According to the above-mentioned bridge structure for urban airbus, the main body of the support column is composed of more than two quadrangular support columns and a reinforcement column transversely connecting the quadrangular support columns.
根据如上所述的市镇空中客车用的桥梁结构,在铺设有U型主桥梁的任意地点设置车站,在该车站处,U型主桥梁侧面与高空人行平台连接,高空人行平台的另一侧通过吊梯或滑道式电梯与地面通行;所述吊梯或滑道式电梯的顶端设置太阳能接收装置或风力接收装置,所述吊梯下方设置电动车充电站。也可以在高空人行平台上设置挡雨棚,挡雨棚外表面设置太阳能接收装置。According to the above-mentioned bridge structure for the urban airbus, a station is set up at any place where the U-shaped main bridge is laid, and at this station, the side of the U-shaped main bridge is connected with the high-altitude pedestrian platform, and the other side of the high-altitude pedestrian platform The ground is passed through a hanging ladder or a slideway elevator; a solar receiving device or a wind power receiving device is installed on the top of the hanging ladder or a sliding way elevator, and an electric vehicle charging station is arranged under the hanging ladder. It is also possible to set a rain shelter on the high-altitude pedestrian platform, and a solar receiving device is arranged on the outer surface of the rain shelter.
其中,通过本发明的桥梁结构,可以进一步与电动车充电站、太阳能接收装置或风力接收装置相结合,在节省立体空间的同事,能够为环保做出一份贡献,是值得推广应用的。Among them, the bridge structure of the present invention can be further combined with an electric vehicle charging station, a solar receiving device or a wind receiving device, while saving three-dimensional space, it can make a contribution to environmental protection, which is worthy of popularization and application.
根据如上所述的市镇空中客车用的桥梁结构,所述U型主桥梁的轨道上运行蜈蚣型客运电车或者运行车轮为聚氨酯或橡胶的客运电车,蜈蚣型客运电车运行时速为200千米/小时以下,所述蜈蚣型客运电车双侧卡门,门宽80厘米以上,车体材质为铝合金、镁合金或碳纤维,所述蜈蚣型客运电车各车厢间以双五玲球形连接。According to the bridge structure that the above-mentioned urban airbus is used, on the track of described U-shaped main bridge, running centipede type passenger tram or running wheel is the passenger tram of polyurethane or rubber, and centipede type passenger tram running speed is 200 kilometers/hour. Less than one hour, the centipede-type passenger tram has double-sided card doors, the door width is more than 80 centimeters, and the car body is made of aluminum alloy, magnesium alloy or carbon fiber.
然而,本发明的桥梁结构上也可以运行除了所述蜈蚣型客运电车以外的其他电力车辆,依靠直流电机驱动的所有车辆均可在本发明的桥梁结构上运行。However, the bridge structure of the present invention can also run other electric vehicles except the centipede-type passenger tram, and all vehicles driven by DC motors can run on the bridge structure of the present invention.
与现有技术相比较,本发明具有如下的有益效果:Compared with the prior art, the present invention has the following beneficial effects:
(1)本发明的桥梁结构为特定轨道桥梁结构,不受堵车影响,可广泛用于军事运输,大大提高运输速度;(2)减少雾霾节能环保,本发明的桥梁结构可配合电力车辆运行,能够减少汽油的使用,不产生尾气;(3)本发明的桥梁结构可不受风、雪、洪水的影响,并且可减少事故率,是一种有效的安全运输方式;(4)可以为海边旅游、或者山区、水稻区的风景观光提供高空观光方式,或为物产丰富地区的物产运输提供优质的运输条件。综上所述,本发明的桥梁结构能够拉动国家的产业结构,提高GDP获得经济输入,是为一带一路加速,使我国成为世界上架设空中客车最快的国家,为国增光。(1) The bridge structure of the present invention is a specific track bridge structure, which is not affected by traffic jams, and can be widely used in military transportation, greatly improving the transportation speed; (2) Reduce smog, save energy and protect the environment, and the bridge structure of the present invention can cooperate with electric vehicles to operate , can reduce the use of gasoline and produce no exhaust; (3) the bridge structure of the present invention is not affected by wind, snow, and floods, and can reduce the accident rate, which is an effective and safe transportation method; (4) can be used for seaside Provide high-altitude sightseeing for tourism, or scenic sightseeing in mountainous and rice areas, or provide high-quality transportation conditions for product transportation in product-rich areas. To sum up, the bridge structure of the present invention can stimulate the industrial structure of the country, increase GDP and obtain economic input, accelerate the Belt and Road Initiative, and make my country the country with the fastest erection of Airbus in the world, bringing glory to the country.
附图说明Description of drawings
图1是本发明市镇空中客车用的桥梁结构的截面示意图。Fig. 1 is the schematic cross-sectional view of the bridge structure used by the urban airbus of the present invention.
图2是本发明市镇空中客车用的桥梁结构的顶柱主体的示意图。Fig. 2 is the schematic diagram of the main body of the top column of the bridge structure used by the urban airbus of the present invention.
图3是本发明市镇空中客车用的桥梁结构的靠柱主体的示意图。Fig. 3 is a schematic diagram of the pillar main body of the bridge structure used by the urban airbus of the present invention.
图4是本发明市镇空中客车用的桥梁结构的靠柱示意图。Fig. 4 is the leaning column schematic diagram of the bridge structure that the airbus in the town of the present invention is used.
图5是本发明市镇空中客车用的桥梁结构的顶柱示意图。Fig. 5 is a schematic diagram of the top column of the bridge structure used by the urban airbus of the present invention.
图6是本发明市镇空中客车用的桥梁结构的U型主桥梁的侧面示意图。Fig. 6 is a schematic side view of the U-shaped main bridge of the bridge structure used by the urban airbus of the present invention.
图7是本发明市镇空中客车用的桥梁结构的U型主桥梁的横截面示意图。Fig. 7 is a schematic cross-sectional view of the U-shaped main bridge of the bridge structure used by the urban airbus of the present invention.
图8是本发明市镇空中客车用的桥梁结构的U型主桥梁的底板示意图。Fig. 8 is a schematic diagram of the bottom plate of the U-shaped main bridge of the bridge structure used by the urban airbus of the present invention.
图9-1是本发明市镇空中客车用的桥梁结构的高空人行平台与吊梯的示意图;Fig. 9-1 is the schematic diagram of the high-altitude pedestrian platform and hanging ladder of the bridge structure that the airbus in towns of the present invention uses;
图9-2是本发明市镇空中客车用的桥梁结构的高空人行平台与滑道式电梯的示意图。Fig. 9-2 is the schematic diagram of the high-altitude pedestrian platform and the slideway elevator of the bridge structure used by the urban airbus of the present invention.
1,一字型横梁;2,顶柱;3,工字型横梁;4,立柱;5,靠柱;6,轨道;7,加固条;8,大梁;9,电动车补给站;10,高空人行平台;11,吊梯;12,滑道式电梯;13,太阳能接收装置,14,桥梁加固条;15,U型主桥梁;16,空心钢管;17, 三角形立体螺纹;18,孔洞;21,卡板;22,靠柱固定块;23,直流电铜棒;24,机动车行车道;25,固定块;26,加固柱。1, one-shaped beam; 2, top column; 3, I-shaped beam; 4, upright column; 5, leaning column; 6, track; 7, reinforcement bar; High-altitude pedestrian platform; 11, hanging ladder; 12, slideway elevator; 13, solar receiving device, 14, bridge reinforcement strip; 15, U-shaped main bridge; 16, hollow steel pipe; 17, triangular three-dimensional thread; 18, hole; 21, clamping plate; 22, fixed block against the column; 23, direct current copper rod; 24, motor vehicle driveway; 25, fixed block; 26, reinforcement column.
具体实施方式detailed description
以下结合附图对本发明的优选实施例进行说明,应当理解,此处所描述的优选实施例仅用于说明和解释本发明,并不用于限定本发明。The preferred embodiments of the present invention will be described below in conjunction with the accompanying drawings. It should be understood that the preferred embodiments described here are only used to illustrate and explain the present invention, and are not intended to limit the present invention.
实施例Example
如图1-9所示,一种市镇空中客车用的桥梁结构,包括:U型主桥梁15、设置在U型主桥梁下方而支撑该U型主桥梁的顶柱2与靠柱、四根轨道4和1根大梁5;在图1中仅显示出了顶柱的主体2,靠柱与顶柱相同,设立在图中所示顶柱的后方同样地支撑U型主桥梁15,图1中的U型主桥梁15具备四根轨道6。通过顶柱的主体2(靠柱的主体5)架高U型主桥梁15,节省立体空间,U型主桥梁15的下方铺设机动车行车道24可供机动车行驶。As shown in Figure 1-9, a kind of bridge structure that the airbus of township is used, comprises: U-shaped main bridge 15, be arranged on the U-shaped main bridge below and support the top column 2 of this U-shaped main bridge and lean on column, four Root track 4 and 1 girder 5; Only the main body 2 of top column has been shown in Fig. 1, and leaning column is identical with top column, is set up in the rear of top column shown in the figure and supports U-shaped main bridge 15 equally, Fig. The U-shaped main bridge 15 in 1 has four rails 6 . The U-shaped main bridge 15 is elevated by the main body 2 of the top column (the main body 5 of the column), which saves three-dimensional space, and the motor vehicle driveway 24 is paved below the U-shaped main bridge 15 for motor vehicles to travel.
如图2所示,顶柱2的主体为圆柱型支撑柱,顶端通过一字型横梁1支撑U型主桥梁15,底端直通地平面。图5是表示本发明市镇空中客车用的桥梁结构的顶柱的图。如图5所示,地平面下方设置固定所述圆柱型支撑柱的固定块25,该固定块25是横截面为正方形的固定块,固定块25的四角、中心、及四边中心均设有空心钢管16,空心钢管16通过压机压入地下,或者在岩石地区通过打孔管将法压入地下,空心钢管壁上开设孔洞18,在该空心钢管内通过压力压入土壤固化剂,土壤固化剂通过孔洞进入土壤,形成板结土,从而进一步与土壤结合起到牢固支撑作用。顶柱的主体及固定块均为外表面包覆钢板的水泥浇筑块,并钢板外表面热镀锌,热镀锌可以防止金属板在长期置于露天的情况下生锈或所述顶柱及靠柱的主体是中间镂空。As shown in FIG. 2 , the main body of the top column 2 is a cylindrical support column, the top end supports the U-shaped main bridge 15 through the inline beam 1 , and the bottom end goes straight to the ground plane. Fig. 5 is a diagram showing a top column of a bridge structure for a town airbus according to the present invention. As shown in Figure 5, the fixed block 25 for fixing the cylindrical support column is set below the ground plane. The fixed block 25 is a fixed block with a square cross section. Steel pipe 16 and hollow steel pipe 16 are pressed into the ground by a press, or pressed into the ground by a perforated pipe in a rocky area, and holes 18 are opened on the wall of the hollow steel pipe, and a soil curing agent is pressed into the hollow steel pipe by pressure to solidify the soil. The agent enters the soil through the holes to form a compacted soil, which further combines with the soil to play a strong supporting role. The main body and fixing block of the top column are all cement blocks covered with steel plates on the outside, and the outer surface of the steel plate is hot-dip galvanized. Hot-dip galvanizing can prevent the metal plate from rusting or the top column and the The main body of the pillar is hollowed out in the middle.
如图4所示,所述靠柱5,靠柱的主体为四棱形支撑柱,靠柱顶端为工字型横梁3,工字型横梁3两端具有立柱4,立柱4卡在U型主桥梁15外侧固定主桥梁,靠柱底端直通地平面,地平面下方设置固定所述四棱形支撑柱的靠柱固定块22,靠柱固定块22与顶柱的固定块25作用相同,该靠柱固定块是横截面为正方形的固定块,固定块的四角、中心、及四边中心均设有空心钢管16,空心钢管16通过压机压入地下、或者在岩石地区通过打孔管将法压入地下,本实施例中,所述空心钢管16管壁形成为三角形立体螺纹17环绕,三角立体螺纹17内部与空心钢管16一体贯通,三角形立体螺纹17上开设孔洞,在该空心钢管内通过压力压入土壤固化剂,土壤固化剂通过孔洞进入土壤,形成板结土,从而进一步与土壤结合起到牢固支撑作用。靠柱5的主体及靠柱固定块22均为外表面包覆钢板的水泥浇筑块,并钢板外表面热镀锌,热镀锌可以防止钢板在长期置于露天的情况下生锈。另外,作为顶柱的主体的圆柱形支撑柱与作为靠柱主体的四棱形支撑柱高度相同,均为5米。本实施方式采用一个顶柱一个靠柱的间隔交替设置方式。在本实施方式中,顶柱的固定块25的横截面为1.5米正方形,固定块高度为60厘米,其空心钢管底端距离地平面4米;所述靠柱固定块26的横截面为2米正方形,靠柱固定块26高度为80厘米,其空心钢管底端距离地平面4米。As shown in Figure 4, the leaning column 5, the main body of the leaning column is a quadrangular support column, the top of the leaning column is an I-shaped beam 3, and the two ends of the I-shaped beam 3 have uprights 4, and the uprights 4 are stuck in a U-shaped The outside of the main bridge 15 fixes the main bridge, and the bottom end of the column is directly connected to the ground plane, and the column fixing block 22 for fixing the quadrangular support column is arranged below the ground plane, and the column fixing block 22 has the same effect as the fixing block 25 of the top column. The fixed block by the column is a fixed block whose cross section is a square, and the four corners, the center, and the center of the four sides of the fixed block are all provided with hollow steel pipes 16, and the hollow steel pipes 16 are pressed into the ground by a press, or in the rock area by a perforated pipe. In this embodiment, the wall of the hollow steel pipe 16 is formed to be surrounded by a triangular three-dimensional thread 17, the interior of the triangular three-dimensional thread 17 is integrally connected with the hollow steel pipe 16, and a hole is provided on the triangular three-dimensional thread 17. The soil curing agent is pressed into the soil through the pressure, and the soil curing agent enters the soil through the holes to form a compacted soil, which further combines with the soil to play a strong supporting role. The main body of the column 5 and the fixed block 22 of the column are all cement blocks covered with steel plates on the outer surface, and the outer surface of the steel plate is hot-dip galvanized, and hot-dip galvanizing can prevent the steel plate from getting rusty when placed in the open air for a long time. In addition, the height of the cylindrical supporting column as the main body of the top column is the same as that of the square supporting column as the main body of the leaning column, both of which are 5 meters. This embodiment adopts a way of alternate arrangement of one top column and one back column at intervals. In this embodiment, the cross-section of the fixed block 25 of the top column is a square of 1.5 meters, the height of the fixed block is 60 centimeters, and the bottom end of the hollow steel pipe is 4 meters away from the ground plane; the cross-section of the fixed block 26 by the column is 2 Meter square, the height of the fixed block 26 by the column is 80 centimeters, and its hollow steel pipe bottom is 4 meters away from the ground plane.
另外,靠柱5的主体形成方式并不限定于此,例如也可以参照图3所示,靠柱5的主体由两根四棱形支撑柱以及横向连接四棱形支撑柱的加固柱26构成。这样设计可以进一步加固U型主桥梁。In addition, the formation method of the main body of the pillar 5 is not limited thereto. For example, as shown in FIG. . This design can further strengthen the U-shaped main bridge.
顶柱及靠柱的主体通过加固条7支撑横梁;所述顶柱、靠柱的主体以及U型主桥梁的外表面进一步设有桥梁加固条14,桥梁加固条也可以是米字型、V字型或八字型。所述U型主桥梁15底面上铺设有相互平行的4根轨道6和1根大梁8,供客运电车双向运行。U型主桥梁的两个侧边的顶端设有凸向内侧的卡板21,卡板宽15厘米。所述该U型主桥梁1的底面为绝缘板;U型主桥梁15的底面接入直流电铜棒23通入直流电源;直流电源的电压为110伏,U型主桥梁宽1.2米、高1米、卡板宽15厘米;所述U型主桥梁通过钢水浇筑一体成型。另外,如图7所示,U型主桥梁15底面上也可以铺设有相互平行的两根轨道6供客运电车单向运行。The main body of the top column and the column supports the beam through the reinforcement bar 7; the outer surface of the main column of the top column, the column and the U-shaped main bridge is further provided with a bridge reinforcement strip 14, and the bridge reinforcement strip can also be in the shape of a rice or a V. typeface or character-eight. The bottom surface of the U-shaped main bridge 15 is laid with four parallel tracks 6 and one girder 8 for two-way operation of passenger trams. The tops of the two sides of the U-shaped main bridge are provided with clamping plates 21 protruding to the inside, and the clamping plates are 15 centimeters wide. The bottom surface of the U-shaped main bridge 1 is an insulating plate; the bottom surface of the U-shaped main bridge 15 is connected to a direct-current copper rod 23 and connected to a direct-current power supply; the voltage of the direct-current power supply is 110 volts, and the U-shaped main bridge is 1.2 meters wide and 1.5 meters high. The width of the pallet is 15 centimeters; the U-shaped main bridge is integrally formed by pouring molten steel. In addition, as shown in FIG. 7 , two parallel tracks 6 may also be laid on the bottom surface of the U-shaped main bridge 15 for one-way operation of passenger trams.
在本实施例中,该铺设有该U型主桥梁结构的途中设置有车站,在该车站处,U型主桥梁15侧面与高空人行平台10连接,高空人行平台10的另一侧通过吊梯11与地面通行;所述吊梯11顶端设置太阳能接收装置13,吊梯下方设置电动车充电站9。太阳能接收装置13可以接收太阳能,将其转化为光能等,进行能源的转化利用。电动车补给站可以给电动车充电等进行补给。另外,也可以在吊梯顶端等设置风力发电装置。此外,如图9-2所示,也可以用滑道式电梯12代替吊梯11。In this embodiment, a station is set on the way where the U-shaped main bridge structure is laid, and at the station, the side of the U-shaped main bridge 15 is connected with the high-altitude pedestrian platform 10, and the other side of the high-altitude pedestrian platform 10 is passed through a hanging ladder. 11 passes through the ground; the top of the hanging ladder 11 is provided with a solar receiver 13, and the electric vehicle charging station 9 is arranged under the hanging ladder. The solar receiving device 13 can receive solar energy, convert it into light energy, etc., and convert and utilize the energy. The electric vehicle replenishment station can recharge electric vehicles and other supplies. In addition, a wind power generator may be installed at the top of the hanging ladder or the like. In addition, as shown in Fig. 9-2, a slide elevator 12 may also be used instead of the hanging ladder 11.
本实施例中,U型主桥梁的轨道上运行蜈蚣型客运电车,蜈蚣型客运电车运行时速为200千米/小时,所述蜈蚣型客运电车双侧卡门,门宽80厘米以上,车体材质为镁合金的轻型动车材质,该蜈蚣型客运电车各车厢间以双五玲球形连接。In this embodiment, a centipede-type passenger tram runs on the track of the U-shaped main bridge, and the running speed of the centipede-type passenger tram is 200 kilometers per hour. It is made of magnesium alloy for light-duty bullet trains, and the carriages of the centipede-type passenger tram are connected by double five-ring balls.
本实施例中设置的桥梁结构,能够平稳地运行蜈蚣型客运电车,运输方便快捷,节省了道路空间,运输能力强。The bridge structure provided in this embodiment can run centipede-type passenger trams smoothly, has convenient and fast transportation, saves road space, and has strong transportation capacity.
以上所述仅为说明本发明的实施方式,并不用于限制本发明,对于本领域的技术人员来说,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above is only to illustrate the implementation of the present invention, and is not intended to limit the present invention. For those skilled in the art, any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention, All should be included within the protection scope of the present invention.
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Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4083439A (en) * | 1975-09-16 | 1978-04-11 | Chandler Leo E | Power collection device for electric powered rail cars |
DE4308748A1 (en) * | 1992-10-15 | 1994-04-21 | Stelcon Ag | Composite railway platform for passenger trains and tramways - consists of prefab. sections and support plates with legs, corresp. to walking surface |
JPH093882A (en) * | 1995-06-20 | 1997-01-07 | Shin Gijutsu Koei Kk | Foundation pile |
CN1718457A (en) * | 2005-07-28 | 2006-01-11 | 上海交通大学 | Power Road Electric Car |
WO2006030893A1 (en) * | 2004-09-17 | 2006-03-23 | The Tokyo Electric Power Company, Incorporated | Foundation structure of tower |
CN101274629A (en) * | 2007-04-01 | 2008-10-01 | 冯云善 | Electrification coach transportation technique for around-the-city elevated railway |
CN101886545A (en) * | 2010-07-05 | 2010-11-17 | 北京科技大学 | A method for controlling the bottom heave of soft rock roadway with micro gravel pipe pile |
CN102079309A (en) * | 2010-12-27 | 2011-06-01 | 吴德滨 | Air electric passenger car |
JP2012031699A (en) * | 2010-08-03 | 2012-02-16 | Kfc Ltd | Track support force reinforcement method |
CN104612007A (en) * | 2013-11-04 | 2015-05-13 | 赵润生 | City viaduct tramcar road network passenger transport system |
CN204530727U (en) * | 2015-02-15 | 2015-08-05 | 中国铁路总公司 | A kind of road structure across loose depos-its side slope |
WO2016122215A1 (en) * | 2015-01-30 | 2016-08-04 | 이엑스티(주) | Screw pile for ground reinforcement having front end expanding reinforcement plate coupled thereto |
CN206986697U (en) * | 2017-04-01 | 2018-02-09 | 徐冲 | A kind of bridge structure of town airbus |
-
2017
- 2017-04-01 CN CN201710212293.3A patent/CN106968159A/en active Pending
Patent Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4083439A (en) * | 1975-09-16 | 1978-04-11 | Chandler Leo E | Power collection device for electric powered rail cars |
DE4308748A1 (en) * | 1992-10-15 | 1994-04-21 | Stelcon Ag | Composite railway platform for passenger trains and tramways - consists of prefab. sections and support plates with legs, corresp. to walking surface |
JPH093882A (en) * | 1995-06-20 | 1997-01-07 | Shin Gijutsu Koei Kk | Foundation pile |
WO2006030893A1 (en) * | 2004-09-17 | 2006-03-23 | The Tokyo Electric Power Company, Incorporated | Foundation structure of tower |
CN1718457A (en) * | 2005-07-28 | 2006-01-11 | 上海交通大学 | Power Road Electric Car |
CN101274629A (en) * | 2007-04-01 | 2008-10-01 | 冯云善 | Electrification coach transportation technique for around-the-city elevated railway |
CN101886545A (en) * | 2010-07-05 | 2010-11-17 | 北京科技大学 | A method for controlling the bottom heave of soft rock roadway with micro gravel pipe pile |
JP2012031699A (en) * | 2010-08-03 | 2012-02-16 | Kfc Ltd | Track support force reinforcement method |
CN102079309A (en) * | 2010-12-27 | 2011-06-01 | 吴德滨 | Air electric passenger car |
CN104612007A (en) * | 2013-11-04 | 2015-05-13 | 赵润生 | City viaduct tramcar road network passenger transport system |
WO2016122215A1 (en) * | 2015-01-30 | 2016-08-04 | 이엑스티(주) | Screw pile for ground reinforcement having front end expanding reinforcement plate coupled thereto |
CN204530727U (en) * | 2015-02-15 | 2015-08-05 | 中国铁路总公司 | A kind of road structure across loose depos-its side slope |
CN206986697U (en) * | 2017-04-01 | 2018-02-09 | 徐冲 | A kind of bridge structure of town airbus |
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Application publication date: 20170721 |