CN114411486A - Post-tensioning prestress assembly type intelligent traffic sign pavement structure and installation method thereof - Google Patents

Post-tensioning prestress assembly type intelligent traffic sign pavement structure and installation method thereof Download PDF

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CN114411486A
CN114411486A CN202210162433.1A CN202210162433A CN114411486A CN 114411486 A CN114411486 A CN 114411486A CN 202210162433 A CN202210162433 A CN 202210162433A CN 114411486 A CN114411486 A CN 114411486A
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precast concrete
prestressed
pavement
prefabricated
light
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徐勋倩
顾钰雯
施卫东
陈达楷
高秀美
季海萍
周井玲
李玉
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Nantong University
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C17/00Pavement lights, i.e. translucent constructions forming part of the surface
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/10Packing of plastic or elastic materials, e.g. wood, resin
    • E01C11/106Joints with only prefabricated packing; Packings therefor
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/16Reinforcements
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/04Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
    • E03F5/06Gully gratings

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention relates to the technical field of traffic infrastructure, in particular to a post-tensioning prestress assembly type intelligent traffic sign pavement structure and an installation method thereof, wherein the installation method comprises the following steps: firstly, manufacturing a single precast concrete block member; secondly, excavating and cutting a road surface strip-shaped foundation trench; step three, tensioning the prestressed reinforcement; step four, placing the prefabricated component of the luminous floor tile into the strip-shaped base groove; step five, installing a luminous brick component; step six, gap filling; step seven: and a 220v power supply and a signal lamp control box are connected and used for debugging light. According to the invention, the prefabricated intelligent traffic sign pavement structure adopts the construction process of factory prefabrication and field assembly, so that the workload of field pouring can be obviously reduced, and the structure has reliable quality, high mechanization degree and high construction efficiency. The prestressed reinforcement is used for connecting the prefabricated parts and is transited by using the rubber joint filling material, so that the capacity of transferring load by joints can be improved, and the durability and the driving comfort of a pavement structure are improved.

Description

一种后张法预应力装配式智慧交通标识路面结构及其安装 方法A post-tensioning prestressed prefabricated smart traffic sign pavement structure and its installation method

技术领域technical field

本发明涉及交通基础设施技术领域,尤其涉及一种后张法预应力装配式智慧交通标识路面结构及其安装方法。The invention relates to the technical field of traffic infrastructure, in particular to a post-tensioning method prestressed assembled smart traffic sign pavement structure and an installation method thereof.

背景技术Background technique

随着社会经济和科学技术的不断发展,城市道路上行驶的机动车和非机动车越来越多,对交通基础设施建设提出了更高的要求。在全国各地,一部分斑马线处于磨损的状况下,司机难以及时获取前方路况信息,导致来不及刹车而引发悲剧。同时,由于一些地区照明设施不完善,导致夜间行车环境不佳,斑马线附近人车交汇处的行车安全难以保障。据统计,夜间行车事故发生率为白天的三倍。With the continuous development of social economy and science and technology, there are more and more motor vehicles and non-motor vehicles driving on urban roads, which puts forward higher requirements for the construction of transportation infrastructure. In all parts of the country, some zebra crossings are in a worn condition, and it is difficult for drivers to obtain information on the road conditions ahead in time, which leads to tragedies caused by too late to brake. At the same time, due to the imperfect lighting facilities in some areas, the driving environment at night is not good, and it is difficult to guarantee the driving safety at the intersection of people and vehicles near the zebra crossing. According to statistics, the accident rate of driving at night is three times that of daytime.

针对上述交通安全问题,现有的方法是在人行横道位置增设辅助设施来提高交通标线的辨识度,如设置纵向凸起路标或智慧交通标识-路面发光地砖(专利号:201910053729.8、201910355181.2)等。该发光地砖由砖体和底座构成,砖体主要材料为高分子复合材料,底座为球墨铸铁盒,兼顾硬度与韧性。它能够通过色彩提示对驾驶员和行人形成视觉冲击,让驾驶员和行人提前确定交通信号灯和通行情况,及时规避风险,从而减少交通事故的发生。In response to the above traffic safety problems, the existing method is to add auxiliary facilities at the crosswalk to improve the identification of traffic markings, such as setting up longitudinal raised road signs or smart traffic signs - road luminous floor tiles (patent numbers: 201910053729.8, 201910355181.2) and so on. The luminous floor tile is composed of a brick body and a base, the main material of the brick body is a polymer composite material, and the base is a ductile iron box, taking into account the hardness and toughness. It can form a visual impact on drivers and pedestrians through color prompts, allowing drivers and pedestrians to determine traffic lights and traffic conditions in advance, and avoid risks in time, thereby reducing the occurrence of traffic accidents.

但从目前路面发光结构的安装和使用情况来看,该类发光地砖也存在着一系列问题。首先,发光地砖主要采用现场浇筑的安装方式,在施工安装过程中,大量的水泥浇筑使得交通封闭时间较长,加剧城市的交通拥堵。现场浇筑、摊铺过程中也存在施工质量难以控制等问题,不利于路面结构的标准化施工与精细化管理。其次,一部分发光路面采用预制装配式结构形式,但由于预制结构之间连接不够紧密、路面排水不畅等,导致发光路面结构接缝之间容易产生渗水等问题,对路床造成浸泡,从而影响道路的整体使用寿命,故需要采取相应措施来改善这些问题。However, judging from the current installation and use of light-emitting structures on pavements, there are also a series of problems with this type of light-emitting floor tiles. First of all, the luminous floor tiles are mainly installed by in-situ pouring. During the construction and installation process, a large amount of cement pouring makes the traffic closed for a long time and aggravates the traffic congestion in the city. There are also problems such as difficulty in controlling the construction quality in the process of on-site pouring and paving, which is not conducive to the standardized construction and refined management of the pavement structure. Secondly, a part of the light-emitting pavement adopts the prefabricated structure. However, due to the insufficient connection between the prefabricated structures and the poor drainage of the pavement, problems such as water seepage between the joints of the light-emitting pavement structure are easy to occur, which will soak the roadbed and affect the The overall service life of the road, so it is necessary to take corresponding measures to improve these problems.

发明内容SUMMARY OF THE INVENTION

本发明的目的是为了解决现有技术中存在的缺点,而提出的一种后张法预应力装配式智慧交通标识路面结构及其安装方法,能够解决传统路面发光结构在安装施工和使用过程中存在的现浇施工交通封闭时间较长,预制装配式结构之间连接不够紧密、接缝间容易渗水等问题。The purpose of the present invention is to solve the shortcomings in the prior art, and propose a post-tensioning method prestressed assembled smart traffic sign pavement structure and its installation method, which can solve the problem of the traditional pavement light-emitting structure in the process of installation, construction and use. The existing cast-in-situ construction traffic closure time is long, the connection between prefabricated structures is not tight enough, and the joints are easy to seep water.

为了实现上述目的,本发明采用了如下技术方案:。In order to achieve the above purpose, the present invention adopts the following technical solutions:.

一种后张法预应力装配式智慧交通标识路面结构的安装方法,该安装方法包括以下步骤:An installation method of a post-tensioned prestressed assembled smart traffic sign pavement structure, the installation method comprising the following steps:

步骤一、制作单个预制混凝土块构件:在预制构件加工厂预制混凝土块,长度L=1~1.2m,宽度D=400~450mm,高度H=250~350mm;已知发光砖块的尺寸为L发光×D发光×h发光=450mm×250mm×55mm;在预制混凝土块上预留发光砖块凹槽长L1=L发光+(15~20)mm,宽d1=d发光+(15~20)mm,高h2=h发光=55mm;预留圆形排水槽位于混凝土块底部向上1/3~1/2高度位置处,排水槽直径d排水=1/3H;预留圆形排水槽上部设有槽型钢构件,用于安装固定PVC走线管道,并与PVC走线管道相切,其圆形排水槽的下底面设有1%~3%的坡度,坡向集水井方向,确保在下雨的天气或者有积水的情况下能够将水分及时排出;预留预应力筋孔道的开孔尺寸d孔道=d钢筋+(1~2)mm;切割条形凹槽分别位于预制混凝土块顶部和底部的中间位置,长度L2=1/10L,宽度d2=d孔道+(15~20)mm,深度h2=(1/5~1/6)H;单个预制混凝土块构件制作完成后,运输至指定地点进行安装施工;Step 1. Make a single precast concrete block member: precast concrete block in a precast member processing plant, length L=1~1.2m, width D=400~450mm, height H=250~350mm; the size of the known luminous brick is L Luminescence ×D Luminescence ×h Luminescence =450mm×250mm×55mm; on the prefabricated concrete block reserved luminous brick groove length L 1 =L Luminescence +(15~20)mm, width d 1 =d Luminescence +(15~20)mm 20) mm, height h 2 = h light = 55 mm; reserved circular drainage grooves are located at 1/3 to 1/2 of the height above the bottom of the concrete block, drainage groove diameter d drainage = 1/3H; reserved circular drainage grooves The upper part of the water tank is provided with a trough-shaped steel member, which is used to install and fix the PVC wiring pipe and is tangent to the PVC wiring pipe. Ensure that the water can be discharged in time in rainy weather or in the presence of accumulated water; the opening size of the reserved prestressed rib channel is d channel = d steel bar + (1 ~ 2) mm; the cutting strip grooves are located in the precast concrete. The middle position of the top and bottom of the block, length L 2 =1/10L, width d 2 =d channel + (15~20)mm, depth h 2 =(1/5~1/6)H; single precast concrete block member After the production is completed, transport to the designated location for installation and construction;

步骤二、开挖切割路面条形基槽:安排专业测量人员在铣刨路面处进行测量、定位和放线,并确定开挖路面条形基槽的宽度和深度;开挖路面条形基槽的宽度应比预制混凝土构件宽10~20mm,深度应比预制混凝土构件的厚度深10~20mm;路面铣刨结束后进行碾压和土基夯实,并摊铺纤维水泥砂浆作为找平层,摊铺厚度为10~20mm;Step 2. Excavate and cut the pavement strip foundation groove: arrange professional surveyors to measure, locate and lay out the line at the milling pavement, and determine the width and depth of the excavated pavement strip foundation groove; excavate the pavement strip foundation groove The width should be 10-20mm wider than the precast concrete members, and the depth should be 10-20mm deeper than the thickness of the precast concrete members. The thickness is 10~20mm;

步骤三、张拉预应力钢筋:首先在相邻预制混凝土块之间放入橡胶止水带,橡胶止水带的厚度为8~12mm;然后在预制混凝土构件预留预应力筋孔道中穿入波纹管,植入预应力钢筋,并使用锚固螺栓将预应力钢筋的两端锚固在预制混凝土块上,然后使用千斤顶张拉预应力钢筋,依靠端部锚具将预张拉力传给预制混凝土块,使其产生预压应力;最后拆除千斤顶,在孔道中灌入水泥浆进行孔道压浆处理,切割掉外露的钢筋,清理预制构件端部水泥浆,使用混凝土进行封锚保护,使预应力钢筋与预制混凝土构件形成整体;Step 3. Tension of prestressed steel bars: First, place rubber waterstops between adjacent precast concrete blocks, and the thickness of the rubber waterstops is 8 to 12 mm; Corrugated pipe, implant prestressed steel bars, and use anchor bolts to anchor both ends of the prestressed steel bars on the precast concrete blocks, then use jacks to tension the prestressed steel bars, and rely on the end anchors to transmit the prestressed tension to the precast concrete blocks. , so as to generate pre-compression stress; finally remove the jack, pour cement slurry into the tunnel for tunnel grouting, cut off the exposed steel bars, clean the cement slurry at the end of the prefabricated member, and use concrete for anchoring protection, so that the prestressed steel bars and the Precast concrete elements form a whole;

步骤四、将发光地砖预制构件放入条形基槽中:使用吊车将已经完成后张法张拉的预制构件依据定位线垂直放入开挖完成的路面条形基槽中;Step 4. Put the prefabricated components of the luminous floor tiles into the strip foundation groove: use a crane to vertically place the prefabricated components that have been stretched by the post-tensioning method into the excavated pavement strip foundation groove according to the positioning line;

步骤五、安装发光砖块构件:首先将Ф40的PVC走线管道穿入槽形钢构件,穿电缆线,将发光砖块放入预留发光砖块凹槽中,发光砖块与预制混凝土块之间采用路面橡胶填缝条相连接,确保良好的抗渗性能和结构整体性;Step 5. Install the light-emitting brick components: First, put the Ф40 PVC wiring pipe into the channel-shaped steel member, pass the cables, put the light-emitting bricks into the reserved grooves of the light-emitting bricks, and place the light-emitting bricks and precast concrete blocks. They are connected by road rubber caulking strips to ensure good impermeability and structural integrity;

步骤六、缝隙填筑:预制装配式发光地砖安装完成后,在路面与预制混凝土构件缝隙和植入钢筋条形凹槽中灌入水灰比达到1:2以上的水泥浆,确保与原路面齐平,并养护成型;Step 6. Filling of gaps: After the prefabricated luminous floor tiles are installed, pour cement slurry with a water-cement ratio of more than 1:2 in the gaps between the pavement and the prefabricated concrete components and in the grooves of the embedded steel bars to ensure that it is in line with the original pavement. Flat, and maintenance molding;

步骤七:接引220v电源及信号灯控制箱,调试灯光。Step 7: Connect the 220v power supply and the signal light control box to debug the light.

通过采用上述技术方案:将预制装配式智慧交通标识路面结构采用工厂预制、现场装配的施工工艺,可显著减少现场浇筑的工作量,结构质量可靠、机械化程度高、施工效率高。通过预应力钢筋连接预制构件并用橡胶填缝材料进行过渡,不仅可以提高接缝传递荷载的能力,从而提升路面结构的耐久性和行车舒适性;还可以防止路面因热胀冷缩而开裂,增强其抗裂性能和防水性能。By adopting the above technical scheme: the prefabricated smart traffic sign pavement structure adopts the construction process of factory prefabrication and on-site assembly, which can significantly reduce the workload of on-site pouring, with reliable structure quality, high degree of mechanization, and high construction efficiency. Connecting prefabricated components with prestressed steel bars and using rubber caulking material for transition can not only improve the ability of the joints to transmit loads, thereby improving the durability of the pavement structure and driving comfort; it can also prevent the pavement from cracking due to thermal expansion and contraction, enhancing Its crack resistance and waterproof properties.

本发明还提供了一种后张法预应力装配式智慧交通标识路面结构,包括若干个依次连接的预制混凝土块,每个所述预制混凝土块上开设有一用于安装发光砖块的发光砖块凹槽,所述预制混凝土块内部开设有一前后贯穿的圆形排水槽,所述圆形排水槽上顶面设有一用于安装固定PVC走线管道的槽形钢构件,所述PVC走线管道与槽形钢构件相切连接,所述PVC走线管道内穿插有电缆线;所述预制混凝土块的顶部和底部中间位置分别开设有2个条形凹槽,每个所述条形凹槽内均设有预应力筋孔道,所述预应力筋孔道倾斜延伸至预制混凝土块的前端部或后端部。The present invention also provides a post-tensioned prestressed assembled smart traffic sign pavement structure, comprising a plurality of prefabricated concrete blocks connected in sequence, each of the prefabricated concrete blocks is provided with a luminous brick for installing luminous bricks A groove is provided inside the prefabricated concrete block with a circular drainage groove running through the front and rear. The upper surface of the circular drainage groove is provided with a trough-shaped steel member for installing and fixing PVC wiring pipes. The PVC wiring pipes It is tangentially connected to the channel-shaped steel member, and the PVC wiring pipe is interspersed with cables; the top and bottom of the precast concrete block are respectively provided with two strip-shaped grooves, and each strip-shaped groove is There are prestressed rib channels inside, and the prestressed rib channels extend obliquely to the front end or the rear end of the precast concrete block.

优选地,所述预应力筋孔道内穿入有波纹管,所述波纹管内设有预应力钢筋,所述预应力钢筋的两端部均通过锚固螺栓与预制混凝土块固定连接,所述预应力钢筋用于连接前后两侧的预制混凝土块。Preferably, a bellows tube is inserted into the prestressed rib channel, and a prestressed steel bar is arranged in the bellows tube. Both ends of the prestressed steel bar are fixedly connected to the precast concrete block through anchor bolts. Reinforcing bars are used to connect the precast concrete blocks on the front and rear sides.

优选地,所述发光砖块与发光砖块凹槽之间设有路面橡胶填缝条。Preferably, a pavement rubber caulking strip is arranged between the light-emitting bricks and the grooves of the light-emitting bricks.

优选地,相邻两个所述预制混凝土块之间设有橡胶止水带。Preferably, a rubber waterstop is provided between two adjacent precast concrete blocks.

优选地,所述条形凹槽分布于发光砖块凹槽的左右两侧。Preferably, the strip-shaped grooves are distributed on the left and right sides of the light-emitting brick grooves.

通过采用上述技术方案:将预制混凝土块构件利用预应力的紧密拉结,给预制构件提供了充足的压应力储备,受力变形科学合理;使得装配体具有很强的整体性,能够有效实现竖向剪力荷载传递和相邻预制块之间的应力传递。By adopting the above technical scheme: the precast concrete block members are tightly tied by prestress, which provides sufficient compressive stress reserve for the precast members, and the force deformation is scientific and reasonable; the assembly has strong integrity and can effectively realize vertical To shear load transfer and stress transfer between adjacent precast blocks.

本发明具有以下有益效果:The present invention has the following beneficial effects:

1、本发明将预制装配式智慧交通标识路面结构采用工厂预制、现场装配的施工工艺,可显著减少现场浇筑的工作量,结构质量可靠、机械化程度高、施工效率高。与现浇法施工相比,能够降低噪音、防止扬尘、减少环境污染、减少对城市交通的影响。1. The present invention adopts the construction process of factory prefabrication and on-site assembly for the prefabricated intelligent traffic sign pavement structure, which can significantly reduce the workload of on-site pouring, with reliable structure quality, high degree of mechanization, and high construction efficiency. Compared with the cast-in-place method, it can reduce noise, prevent dust, reduce environmental pollution, and reduce the impact on urban traffic.

2、本发明将预制混凝土块构件利用预应力的紧密拉结,给预制构件提供了充足的压应力储备,受力变形科学合理;使得装配体具有很强的的整体性,能够有效实现竖向剪力荷载传递和相邻预制块之间的应力传递。2. In the present invention, the prefabricated concrete block members are tightly tied by the prestress, which provides sufficient compressive stress reserve for the prefabricated members, and the force deformation is scientific and reasonable; the assembly has strong integrity and can effectively realize the vertical Shear load transfer and stress transfer between adjacent precast blocks.

3、本发明在预制混凝土块间填入橡胶止水带作为连接材料,不仅可以提高接缝传递荷载的能力,从而提升路面结构的耐久性和行车舒适性;还可以防止路面因热胀冷缩而开裂,增强其抗裂性能和防水性能。3. The invention fills the precast concrete blocks with rubber waterstops as connecting materials, which can not only improve the ability of the joints to transmit loads, thereby improving the durability of the pavement structure and driving comfort; it can also prevent the pavement from expanding and contracting due to heat and cold. And cracking, enhance its crack resistance and waterproof performance.

4、本发明由于采用预制装配式技术,使得结构的耐久性和外观质量大大提高。将结构原有的路面面状质量控制点集中到结构接缝等线状控制点,结构面平整度可精确至毫米级,实现了路面结构的标准化施工与精细化管理;提高工期70%,减少事故发生概率50%,节约成本30%。4. Since the present invention adopts the prefabricated assembly technology, the durability of the structure and the appearance quality are greatly improved. The original pavement surface quality control points of the structure are concentrated to linear control points such as structural joints, and the flatness of the structure surface can be accurate to the millimeter level, which realizes the standardized construction and refined management of the pavement structure; increases the construction period by 70% and reduces the The accident probability is 50%, and the cost is saved by 30%.

5、本发明将发光砖块与管线相互独立,便于检修。预留圆形排水槽受力性能良好,并且可利用自身坡度可将积水排入集水井,排水性能良好。5. In the present invention, the light-emitting bricks and pipelines are independent of each other, which is convenient for maintenance. The reserved circular drainage groove has good mechanical performance, and can use its own slope to discharge the accumulated water into the collection well, with good drainage performance.

附图说明Description of drawings

图1为本发明安装完成后的整体示意图;Fig. 1 is the overall schematic diagram after the installation of the present invention is completed;

图2为本发明中单个预制混凝土块的结构示意图;Fig. 2 is the structural representation of a single precast concrete block in the present invention;

图3为本发明中单个预制混凝土块标准块的剖面图(设有两个预应力筋孔道);3 is a sectional view of a single precast concrete block standard block in the present invention (with two prestressed tendon channels);

图4为本发明中单个预制混凝土块边缘块的剖面图(设有一个预留钢筋孔道);Fig. 4 is a sectional view of the edge block of a single precast concrete block in the present invention (with a reserved steel bar channel);

图5为本发明中发光砖块和路面橡胶填缝条的结构示意图;Fig. 5 is the structural schematic diagram of the light-emitting brick and the road rubber caulking strip in the present invention;

图6为本发明中相邻两个预制混凝土块采用预应力钢筋连接的结构示意图;6 is a schematic structural diagram of the connection of two adjacent precast concrete blocks using prestressed steel bars in the present invention;

图7为本发明装配完成后的智慧交通标识路面结构侧面的截面图。7 is a cross-sectional view of the side surface of the pavement structure of the smart traffic sign after the assembly of the present invention is completed.

图中:1预制混凝土块、2发光砖块、3路面橡胶填缝条、4橡胶止水带、5锚固螺栓、6PVC走线管道、7电缆线、8槽形钢构件、9条形凹槽、10预应力筋孔道、11圆形排水槽、12发光砖块凹槽、13预应力钢筋。In the picture: 1 precast concrete block, 2 light-emitting bricks, 3 road rubber caulking strips, 4 rubber waterstops, 5 anchor bolts, 6 PVC wiring pipes, 7 cables, 8 grooved steel members, 9 grooves , 10 prestressed rib channels, 11 circular drainage channels, 12 light-emitting brick grooves, 13 prestressed steel bars.

具体实施方式Detailed ways

下面将对本发明实施例中的技术方案进行清楚、完整地描述,以使本领域的技术人员能够更好的理解本发明的优点和特征,从而对本发明的保护范围做出更为清楚的界定。本发明所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例,基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below, so that those skilled in the art can better understand the advantages and features of the present invention, and thus make a clearer definition of the protection scope of the present invention. The described embodiments of the present invention are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other implementations obtained by those of ordinary skill in the art without creative work For example, all belong to the protection scope of the present invention.

参照图1-图7,一种后张法预应力装配式智慧交通标识路面结构的安装方法,该安装方法包括以下步骤:1-7, an installation method of a post-tensioned prestressed assembled smart traffic sign pavement structure, the installation method includes the following steps:

步骤一、制作单个预制混凝土块构件:如附图2和附图5,在预制构件加工厂预制混凝土块,长度L=1~1.2m,宽度D=400~450mm,高度H=250~350mm;已知发光砖块的尺寸为L发光×D发光×h发光=450mm×250mm×55mm;在预制混凝土块上预留发光砖块凹槽长L1=L发光+(15~20)mm,宽d1=d发光+(15~20)mm,高h2=h发光=55mm;预留圆形排水槽位于混凝土块底部向上1/3~1/2高度位置处,排水槽直径d排水=1/3H;预留圆形排水槽上部设有槽型钢构件,用于安装固定PVC走线管道,并与PVC走线管道相切,其圆形排水槽的下底面设有1%~3%的坡度,坡向集水井方向,确保在下雨的天气或者有积水的情况下能够将水分及时排出;预留预应力筋孔道的开孔尺寸d孔道=d钢筋+(1~2)mm;预留预应力筋孔道10至预制混凝土块构件边缘的净间距不小于30mm,且不小于孔道直径的50%,满足《混凝土结构设计规范》中后张法预应力筋及预留孔道布置的相关规定;切割条形凹槽分别位于预制混凝土块顶部和底部的中间位置,长度L2=1/10L,宽度d2=d孔道+(15~20)mm,深度h2=(1/5~1/6)H;附图3为单个预制混凝土块标准块构件,设有两个预应力筋孔道,分别与两侧预制构件相连接。附图4为单个预制混凝土块边缘块构件,各设有一个预留钢筋孔道,与单侧预制构件相连接;单个预制混凝土块构件制作完成后,运输至指定地点进行安装施工。Step 1, making a single precast concrete block member: as shown in Figure 2 and Figure 5, in the precast member processing plant precast concrete block, length L=1~1.2m, width D=400~450mm, height H=250~350mm; The size of the known luminous brick is L luminous × D luminous × h luminous = 450mm × 250 mm × 55 mm; the length of the groove of the luminous bricks reserved on the precast concrete block is L 1 = L luminous + (15-20) mm, width d 1 = d light + (15~20) mm, height h 2 = h light = 55mm; the reserved circular drainage groove is located at 1/3 to 1/2 of the height of the bottom of the concrete block, the diameter of the drainage groove d drainage = 1/3H; the upper part of the reserved circular drainage groove is provided with a trough-shaped steel member, which is used to install and fix the PVC wiring pipe and is tangent to the PVC wiring pipe. The slope of the prestressed rib is oriented to the direction of the water collecting well to ensure that the water can be discharged in time in rainy weather or under the condition of stagnant water; the opening size of the reserved prestressed rib channel d channel = d steel bar + (1 ~ 2) mm; The net distance between the reserved prestressed rib channel 10 and the edge of the precast concrete block member shall not be less than 30mm, and shall not be less than 50% of the diameter of the channel, which meets the relevant requirements for the arrangement of post-tensioned prestressed tendons and reserved channels in the "Code for Design of Concrete Structures". Regulations; the cutting strip grooves are located in the middle of the top and bottom of the precast concrete block respectively, the length L 2 =1/10L, the width d 2 =d channel + (15~20)mm, the depth h 2 =(1/5~ 1/6) H; Fig. 3 is a single precast concrete block standard block member, which is provided with two prestressed tendon channels, which are respectively connected with the precast members on both sides. Figure 4 shows a single prefabricated concrete block edge block member, each with a reserved steel bar channel, which is connected to the single-sided prefabricated member; after the single precast concrete block member is completed, it is transported to a designated location for installation and construction.

步骤二、开挖切割路面条形基槽:安排专业测量人员在铣刨路面处进行测量、定位和放线,并确定开挖路面条形基槽的宽度和深度;开挖路面条形基槽的宽度应比预制混凝土构件宽10~20mm,深度应比预制混凝土构件的厚度深10~20mm;路面铣刨结束后进行碾压和土基夯实,并摊铺纤维水泥砂浆作为找平层,摊铺厚度为10~20mm。Step 2. Excavate and cut the pavement strip foundation groove: arrange professional surveyors to measure, locate and lay out the line at the milling pavement, and determine the width and depth of the excavated pavement strip foundation groove; excavate the pavement strip foundation groove The width should be 10-20mm wider than the precast concrete members, and the depth should be 10-20mm deeper than the thickness of the precast concrete members. The thickness is 10-20mm.

步骤三、张拉预应力钢筋:如附图6,首先在相邻预制混凝土块之间放入橡胶止水带,橡胶止水带的厚度为8~12mm;然后在预制混凝土构件预留预应力筋孔道中穿入波纹管,植入预应力钢筋,并使用锚固螺栓将预应力钢筋的两端锚固在预制混凝土块上,然后使用千斤顶张拉预应力钢筋,依靠端部锚具将预张拉力传给预制混凝土块,使其产生预压应力;最后拆除千斤顶,在孔道中灌入水泥浆进行孔道压浆处理,切割掉外露的钢筋,清理预制构件端部水泥浆,使用混凝土进行封锚保护,使预应力钢筋与预制混凝土构件形成整体。Step 3. Tension of prestressed steel bars: as shown in Figure 6, first place a rubber waterstop between adjacent precast concrete blocks, and the thickness of the rubber waterstop is 8 to 12 mm; then reserve prestressing on the precast concrete members The corrugated pipe is inserted into the rib channel, the prestressed steel bar is implanted, and the two ends of the prestressed steel bar are anchored on the precast concrete block with anchor bolts. Pass it to the precast concrete block to generate pre-compression stress; finally remove the jack, pour cement slurry into the tunnel for tunnel grouting, cut off the exposed steel bars, clean the cement slurry at the end of the precast member, and use concrete for anchor sealing protection. Integrate prestressed steel bars with precast concrete elements.

步骤四、将发光地砖预制构件放入条形基槽中:使用吊车将已经完成后张法张拉的预制构件依据定位线垂直放入开挖完成的路面条形基槽中;Step 4. Put the prefabricated components of the luminous floor tiles into the strip foundation groove: use a crane to vertically place the prefabricated components that have been stretched by the post-tensioning method into the excavated pavement strip foundation groove according to the positioning line;

步骤五、安装发光砖块构件:如附图7,首先将Ф40的PVC走线管道穿入槽形钢构件,穿电缆线,将发光砖块放入预留发光砖块凹槽中,发光砖块与预制混凝土块之间采用路面橡胶填缝条相连接,确保良好的抗渗性能和结构整体性;Step 5. Install the light-emitting brick components: as shown in Figure 7, first put the Ф40 PVC wiring pipe into the channel-shaped steel member, thread the cable, and put the light-emitting brick into the reserved groove for the light-emitting brick. The blocks and the precast concrete blocks are connected by pavement rubber caulking strips to ensure good impermeability and structural integrity;

步骤六、缝隙填筑:预制装配式发光地砖安装完成后,在路面与预制混凝土构件缝隙和植入钢筋条形凹槽中灌入水灰比达到1:2以上的水泥浆,确保与原路面齐平,并养护成型;Step 6. Filling of gaps: After the prefabricated luminous floor tiles are installed, pour cement slurry with a water-cement ratio of more than 1:2 in the gaps between the pavement and the prefabricated concrete components and in the grooves of the embedded steel bars to ensure that it is in line with the original pavement. Flat, and maintenance molding;

步骤七:接引220v电源及信号灯控制箱,调试灯光。Step 7: Connect the 220v power supply and the signal light control box to debug the light.

本实施例中,将预制装配式智慧交通标识路面结构采用工厂预制、现场装配的施工工艺,可显著减少现场浇筑的工作量,结构质量可靠、机械化程度高、施工效率高。与现浇法施工相比,能够降低噪音、防止扬尘、减少环境污染、减少对城市交通的影响。由于采用预制装配式技术,结构的耐久性和外观质量大大提高。将结构原有的路面面状质量控制点集中到结构接缝等线状控制点,结构面平整度可精确至毫米级,实现了路面结构的标准化施工与精细化管理。提高工期70%,减少事故发生概率50%,节约成本30%。In this embodiment, the prefabricated smart traffic sign pavement structure adopts the construction process of factory prefabrication and on-site assembly, which can significantly reduce the workload of on-site pouring, with reliable structure quality, high degree of mechanization, and high construction efficiency. Compared with the cast-in-place method, it can reduce noise, prevent dust, reduce environmental pollution, and reduce the impact on urban traffic. Due to the use of prefabricated technology, the durability and appearance quality of the structure are greatly improved. The original pavement surface quality control points of the structure are concentrated to linear control points such as structural joints, and the flatness of the structure surface can be accurate to the millimeter level, realizing the standardized construction and refined management of the pavement structure. Increase the construction period by 70%, reduce the probability of accidents by 50%, and save costs by 30%.

一种后张法预应力装配式智慧交通标识路面结构,包括若干个依次连接的预制混凝土块1,每个所述预制混凝土块1上开设有一用于安装发光砖块2的发光砖块凹槽12,所述预制混凝土块1内部开设有一前后贯穿的圆形排水槽11,该圆形排水槽11设于发光砖块凹槽12的下方;所述圆形排水槽11上顶面设有一用于安装固定PVC走线管道6的槽形钢构件8,所述PVC走线管道6与槽形钢构件8相切连接,所述PVC走线管道6内穿插有电缆线7;所述预制混凝土块1的顶部和底部中间位置分别开设有2个条形凹槽9,每个所述条形凹槽9内均设有预应力筋孔道10,所述预应力筋孔道10倾斜延伸至预制混凝土块1的前端部或后端部。A post-tensioned prestressed prefabricated smart traffic sign pavement structure, comprising a plurality of prefabricated concrete blocks 1 connected in sequence, each of the prefabricated concrete blocks 1 is provided with a light-emitting brick groove for installing the light-emitting bricks 2 12. There is a circular drainage groove 11 running through the front and rear of the precast concrete block 1, and the circular drainage groove 11 is arranged below the groove 12 of the light-emitting brick; the top surface of the circular drainage groove 11 is provided with a In order to install and fix the channel-shaped steel member 8 of the PVC cable duct 6, the PVC cable duct 6 is connected tangentially with the channel-shaped steel member 8, and the cable 7 is interspersed in the PVC cable duct 6; the precast concrete The top and bottom of the block 1 are respectively provided with two strip-shaped grooves 9, and each strip-shaped groove 9 is provided with a prestressed tendon channel 10, and the prestressed tendon channel 10 extends obliquely to the precast concrete. Front or rear end of block 1.

其中,所述条形凹槽9分布于发光砖块凹槽12的左右两侧;这里在预制混凝土块1的顶部设有两个条形凹槽9,在预制混凝土块1的底部两样也设有两个条形凹槽9,且两个条形凹槽9上下、左右对应设置。实际应用时,也可根据具体情况而设计,以满足实际使用需要。The strip-shaped grooves 9 are distributed on the left and right sides of the light-emitting brick groove 12; here, two strip-shaped grooves 9 are provided at the top of the precast concrete block 1, and two are also set at the bottom of the precast concrete block 1. There are two strip-shaped grooves 9, and the two strip-shaped grooves 9 are correspondingly arranged up and down and left and right. In practical application, it can also be designed according to specific conditions to meet actual use needs.

具体的,所述预应力筋孔道10内穿入有波纹管,所述波纹管内设有预应力钢筋13,所述预应力钢筋13的两端部均通过锚固螺栓5与预制混凝土块1固定连接,所述预应力钢筋10用于连接前后两侧的预制混凝土块1。Specifically, a corrugated pipe is penetrated into the prestressed rib channel 10 , and the corrugated pipe is provided with a prestressed steel bar 13 , and both ends of the prestressed steel bar 13 are fixedly connected to the precast concrete block 1 through anchor bolts 5 . , the prestressed steel bars 10 are used to connect the precast concrete blocks 1 on the front and rear sides.

本实施例中,预应力装配式智慧交通标识路面结构利用了预应力钢筋13的预应力的将相邻两个预制混凝土块1紧密拉结,给预制构件提供了充足的压应力储备,受力变形科学合理;使得装配体具有很强的的整体性,能够有效实现竖向剪力荷载传递和相邻预制块之间的应力传递。同时,将发光砖块与管线相互独立,便于检修;预留圆形排水槽受力性能良好,并且可利用自身坡度可将积水排入集水井,排水性能良好。In this embodiment, the prestressed prefabricated smart traffic sign pavement structure utilizes the prestressing force of the prestressed steel bars 13 to tightly tie two adjacent precast concrete blocks 1 together, providing sufficient compressive stress reserve for the prefabricated components, and the stress The deformation is scientific and reasonable; the assembly has a strong integrity, which can effectively realize the vertical shear load transfer and the stress transfer between adjacent prefabricated blocks. At the same time, the luminous bricks and pipelines are independent of each other, which is convenient for maintenance; the reserved circular drainage groove has good mechanical performance, and the self-slope can be used to discharge the accumulated water into the water collection well, and the drainage performance is good.

具体的,所述发光砖块2与发光砖块凹槽12之间设有路面橡胶填缝条3。Specifically, a pavement rubber caulking strip 3 is provided between the light-emitting bricks 2 and the grooves 12 of the light-emitting bricks.

本实施例中,采用路面橡胶填缝条3能够增加预制构件间的韧性,防止路面因热胀冷缩而开裂,降低行车安全隐患风险,提升了结构的耐久性和行车舒适性。In this embodiment, the use of pavement rubber caulking strips 3 can increase the toughness between prefabricated components, prevent the pavement from cracking due to thermal expansion and contraction, reduce the risk of hidden dangers of driving safety, and improve the durability of the structure and the driving comfort.

具体的,相邻两个所述预制混凝土块1之间设有橡胶止水带4。Specifically, a rubber waterstop 4 is provided between two adjacent precast concrete blocks 1 .

本实施例中,通过在相邻两个预制混凝土块间填入橡胶止水带作为连接材料,不仅可以提高接缝传递荷载的能力,还可增强其抗裂性能和防水性能。In this embodiment, by filling a rubber waterstop between two adjacent precast concrete blocks as a connecting material, not only the ability of the joint to transmit loads can be improved, but also its crack resistance and waterproof performance can be enhanced.

本发明中披露的说明和实践,对于本技术领域的普通技术人员来说,都是易于思考和理解的,且在不脱离本发明原理的前提下,还可以做出若干改进和润饰。因此,在不偏离本发明精神的基础上所做的修改或改进,也应视为本发明的保护范围。The description and practice disclosed in the present invention are easy to think and understand for those skilled in the art, and several improvements and modifications can be made without departing from the principles of the present invention. Therefore, modifications or improvements made without departing from the spirit of the present invention should also be regarded as the protection scope of the present invention.

Claims (6)

1.一种后张法预应力装配式智慧交通标识路面结构的安装方法,其特征在于,该安装方法包括以下步骤:1. an installation method of post-tensioning method prestressed assembly type intelligent traffic sign pavement structure, is characterized in that, this installation method may further comprise the steps: 步骤一、制作单个预制混凝土块构件:在预制构件加工厂预制混凝土块,长度L=1~1.2m,宽度D=400~450mm,高度H=250~350mm;已知发光砖块的尺寸为L发光×D发光×h发光=450mm×250mm×55mm;在预制混凝土块上预留发光砖块凹槽长L1=L发光+(15~20)mm,宽d1=d发光+(15~20)mm,高h2=h发光=55mm;预留圆形排水槽位于混凝土块底部向上1/3~1/2高度位置处,排水槽直径d排水=1/3H;预留圆形排水槽上部设有槽型钢构件,用于安装固定PVC走线管道,并与PVC走线管道相切,其圆形排水槽的下底面设有1%~3%的坡度,坡向集水井方向,确保在下雨的天气或者有积水的情况下能够将水分及时排出;预留预应力筋孔道的开孔尺寸d孔道=d钢筋+(1~2)mm;切割条形凹槽分别位于预制混凝土块顶部和底部的中间位置,长度L2=1/10L,宽度d2=d孔道+(15~20)mm,深度h2=(1/5~1/6)H;单个预制混凝土块构件制作完成后,运输至指定地点进行安装施工;Step 1. Make a single precast concrete block member: precast concrete block in a precast member processing plant, length L=1~1.2m, width D=400~450mm, height H=250~350mm; the size of the known luminous brick is L Luminescence ×D Luminescence ×h Luminescence =450mm×250mm×55mm; on the prefabricated concrete block reserved luminous brick groove length L 1 =L Luminescence +(15~20)mm, width d 1 =d Luminescence +(15~20)mm 20) mm, height h 2 = h light = 55 mm; reserved circular drainage grooves are located at 1/3 to 1/2 of the height above the bottom of the concrete block, drainage groove diameter d drainage = 1/3H; reserved circular drainage grooves The upper part of the water tank is provided with a trough-shaped steel member, which is used to install and fix the PVC wiring pipe and is tangent to the PVC wiring pipe. Ensure that the water can be discharged in time in rainy weather or in the presence of accumulated water; the opening size of the reserved prestressed rib channel is d channel = d steel bar + (1 ~ 2) mm; the cutting strip grooves are located in the precast concrete. The middle position of the top and bottom of the block, length L 2 =1/10L, width d 2 =d channel + (15~20)mm, depth h 2 =(1/5~1/6)H; single precast concrete block member After the production is completed, transport to the designated location for installation and construction; 步骤二、开挖切割路面条形基槽:安排专业测量人员在铣刨路面处进行测量、定位和放线,并确定开挖路面条形基槽的宽度和深度;开挖路面条形基槽的宽度应比预制混凝土构件宽10~20mm,深度应比预制混凝土构件的厚度深10~20mm;路面铣刨结束后进行碾压和土基夯实,并摊铺纤维水泥砂浆作为找平层,摊铺厚度为10~20mm;Step 2. Excavate and cut the pavement strip foundation groove: arrange professional surveyors to measure, locate and lay out the line at the milling pavement, and determine the width and depth of the excavated pavement strip foundation groove; excavate the pavement strip foundation groove The width should be 10-20mm wider than the precast concrete members, and the depth should be 10-20mm deeper than the thickness of the precast concrete members. The thickness is 10~20mm; 步骤三、张拉预应力钢筋:首先在相邻预制混凝土块之间放入橡胶止水带,橡胶止水带的厚度为8~12mm;然后在预制混凝土构件预留预应力筋孔道中穿入波纹管,植入预应力钢筋,并使用锚固螺栓将预应力钢筋的两端锚固在预制混凝土块上,然后使用千斤顶张拉预应力钢筋,依靠端部锚具将预张拉力传给预制混凝土块,使其产生预压应力;最后拆除千斤顶,在孔道中灌入水泥浆进行孔道压浆处理,切割掉外露的钢筋,清理预制构件端部水泥浆,使用混凝土进行封锚保护,使预应力钢筋与预制混凝土构件形成整体;Step 3. Tension of prestressed steel bars: First, place rubber waterstops between adjacent precast concrete blocks, and the thickness of the rubber waterstops is 8 to 12 mm; Corrugated pipe, implant prestressed steel bars, and use anchor bolts to anchor both ends of the prestressed steel bars on the precast concrete blocks, then use jacks to tension the prestressed steel bars, and rely on the end anchors to transmit the prestressed tension to the precast concrete blocks. , so as to generate pre-compression stress; finally remove the jack, pour cement slurry into the tunnel for tunnel grouting, cut off the exposed steel bars, clean the cement slurry at the end of the prefabricated member, and use concrete for anchoring protection, so that the prestressed steel bars and the Precast concrete elements form a whole; 步骤四、将发光地砖预制构件放入条形基槽中:使用吊车将已经完成后张法张拉的预制构件依据定位线垂直放入开挖完成的路面条形基槽中;Step 4. Put the prefabricated components of the luminous floor tiles into the strip foundation groove: use a crane to vertically place the prefabricated components that have been stretched by the post-tensioning method into the excavated pavement strip foundation groove according to the positioning line; 步骤五、安装发光砖块构件:首先将Ф40的PVC走线管道穿入槽形钢构件,穿电缆线,将发光砖块放入预留发光砖块凹槽中,发光砖块与预制混凝土块之间采用路面橡胶填缝条相连接,确保良好的抗渗性能和结构整体性;Step 5. Install the light-emitting brick components: First, pass the Ф40 PVC wiring pipe into the channel steel member, pass the cables, and put the light-emitting bricks into the reserved grooves of the light-emitting bricks. The light-emitting bricks and precast concrete blocks They are connected by road rubber caulking strips to ensure good impermeability and structural integrity; 步骤六、缝隙填筑:预制装配式发光地砖安装完成后,在路面与预制混凝土构件缝隙和植入钢筋条形凹槽中灌入水灰比达到1:2以上的水泥浆,确保与原路面齐平,并养护成型;Step 6. Filling of gaps: After the prefabricated luminous floor tiles are installed, pour cement slurry with a water-cement ratio of more than 1:2 in the gaps between the pavement and the prefabricated concrete components and in the grooves of the embedded steel bars to ensure that it is in line with the original pavement. Flat, and maintenance molding; 步骤七:接引220v电源及信号灯控制箱,调试灯光。Step 7: Connect the 220v power supply and signal light control box to debug the light. 2.一种后张法预应力装配式智慧交通标识路面结构,包括若干个依次连接的预制混凝土块(1),其特征在于,每个所述预制混凝土块(1)上开设有一用于安装发光砖块(2)的发光砖块凹槽(12),所述预制混凝土块(1)内部开设有一前后贯穿的圆形排水槽(11),所述圆形排水槽(11)上顶面设有一用于安装固定PVC走线管道(6)的槽形钢构件(8),所述PVC走线管道(6)与槽形钢构件(8)相切连接,所述PVC走线管道(6)内穿插有电缆线(7);所述预制混凝土块(1)的顶部和底部中间位置分别开设有2个条形凹槽(9),每个所述条形凹槽(9)内均设有预应力筋孔道(10),所述预应力筋孔道(10)倾斜延伸至预制混凝土块(1)的前端部或后端部。2. A post-tensioning prestressed prefabricated smart traffic sign pavement structure, comprising several prefabricated concrete blocks (1) connected in sequence, characterized in that each described prefabricated concrete block (1) is provided with a pavement for installation The luminous brick groove (12) of the luminous brick (2), the precast concrete block (1) is provided with a circular drainage groove (11) running through the front and rear, and the top surface of the circular drainage groove (11) is A channel-shaped steel member (8) for installing and fixing a PVC wiring conduit (6) is provided, the PVC wiring conduit (6) is tangentially connected to the channel-shaped steel member (8), and the PVC wiring conduit ( 6) A cable (7) is interspersed inside; the top and bottom middle positions of the precast concrete block (1) are respectively provided with two strip grooves (9), each of which is in the strip groove (9). Both are provided with a prestressed rib channel (10), the prestressed rib channel (10) extending obliquely to the front end or the rear end of the precast concrete block (1). 3.根据权利要求2所述的一种后张法预应力装配式智慧交通标识路面结构,其特征在于,所述预应力筋孔道(10)内穿入有波纹管,所述波纹管内设有预应力钢筋(13),所述预应力钢筋(13)的两端部均通过锚固螺栓(5)与预制混凝土块(1)固定连接,所述预应力钢筋(10)用于连接前后两侧的预制混凝土块(1)。3. A post-tensioned prestressed assembled smart traffic sign pavement structure according to claim 2, wherein a corrugated pipe is inserted into the prestressed rib hole (10), and the corrugated pipe is provided with Prestressed steel bars (13), both ends of the prestressed steel bars (13) are fixedly connected to the precast concrete blocks (1) through anchor bolts (5), and the prestressed steel bars (10) are used to connect the front and rear sides of precast concrete blocks (1). 4.根据权利要求2所述的一种后张法预应力装配式智慧交通标识路面结构,其特征在于,所述发光砖块(2)与发光砖块凹槽(12)之间设有路面橡胶填缝条(3)。4. A post-tensioned prestressed assembled smart traffic sign pavement structure according to claim 2, wherein a pavement is provided between the light-emitting bricks (2) and the light-emitting brick grooves (12). Rubber caulk (3). 5.根据权利要求2所述的一种后张法预应力装配式智慧交通标识路面结构,其特征在于,相邻两个所述预制混凝土块(1)之间设有橡胶止水带(4)。5. A post-tensioned prestressed prefabricated smart traffic sign pavement structure according to claim 2, wherein a rubber waterstop (4) is provided between two adjacent precast concrete blocks (1). ). 6.根据权利要求2所述的一种后张法预应力装配式智慧交通标识路面结构,其特征在于,所述条形凹槽(9)分布于发光砖块凹槽(12)的左右两侧。6. A post-tensioned prestressed assembled smart traffic sign pavement structure according to claim 2, wherein the strip grooves (9) are distributed on the left and right sides of the light-emitting brick grooves (12). side.
CN202210162433.1A 2022-02-22 2022-02-22 Post-tensioning prestress assembly type intelligent traffic sign pavement structure and installation method thereof Withdrawn CN114411486A (en)

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