WO2023035644A1 - High-strength road for water resource regulation system in response to climate change - Google Patents

High-strength road for water resource regulation system in response to climate change Download PDF

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Publication number
WO2023035644A1
WO2023035644A1 PCT/CN2022/091725 CN2022091725W WO2023035644A1 WO 2023035644 A1 WO2023035644 A1 WO 2023035644A1 CN 2022091725 W CN2022091725 W CN 2022091725W WO 2023035644 A1 WO2023035644 A1 WO 2023035644A1
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Prior art keywords
structural
road
formwork
water
drainage
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PCT/CN2022/091725
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French (fr)
Chinese (zh)
Inventor
陈瑞文
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陈瑞文
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Publication date
Priority to IL311273A priority Critical patent/IL311273A/en
Priority to AU2022344215A priority patent/AU2022344215A1/en
Priority to US18/571,729 priority patent/US20240279881A1/en
Priority to EP22866122.9A priority patent/EP4400665A1/en
Application filed by 陈瑞文 filed Critical 陈瑞文
Priority to MA64617A priority patent/MA64617A1/en
Priority to PE2024000395A priority patent/PE20241006A1/en
Priority to CA3231137A priority patent/CA3231137A1/en
Priority to CR20240121A priority patent/CR20240121A/en
Priority to KR1020247006421A priority patent/KR20240036098A/en
Priority to JP2024514598A priority patent/JP2024532549A/en
Priority to MX2024002950A priority patent/MX2024002950A/en
Priority to GB2400963.1A priority patent/GB2623677A/en
Publication of WO2023035644A1 publication Critical patent/WO2023035644A1/en
Priority to ZA2024/01878A priority patent/ZA202401878B/en
Priority to CONC2024/0002754A priority patent/CO2024002754A2/en

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • 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
    • 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
    • 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
    • E01C3/00Foundations for pavings
    • 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
    • E01C3/00Foundations for pavings
    • E01C3/04Foundations produced by soil stabilisation
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • E03F1/002Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells
    • E03F1/005Methods, systems, or installations for draining-off sewage or storm water with disposal into the ground, e.g. via dry wells via box-shaped elements
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • 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
    • E01C2201/00Paving elements
    • E01C2201/20Drainage details

Definitions

  • the invention relates to a high-strength road for a water resource adjustment system in response to climate change, especially a system with a high-strength structural space constructed underground, and various types of road pavement or permeable pavement or pavements constructed above the structural space. Water-permeable materials are added to provide a high-strength and high-load road surface that can withstand the heavy pressure of vehicles.
  • the traditional permeable pavement needs to prevent rainwater from infiltrating the roadbed and subgrade. It cannot allow rainwater to infiltrate the subgrade. Therefore, drainage facilities must be installed to drain rainwater through drainage ditches. It is a pity that precious water resources cannot be retained. Therefore, designing a new form of road with water permeability and underground structures with high-strength water storage space can be used as a water conservation effect.
  • a series connection between the ground and the ground is designed to be more resistant to heavy pressure, and can withstand tens of tons or more.
  • the main motivation of the present invention is the high-load road repeatedly rolled by 100-ton vehicles, and the system formwork space where the above-ground and underground structural spaces are built together to create a water storage and drainage system.
  • the main purpose of the present invention is to provide a high-strength road for a water resource adjustment system in response to climate change, which is equipped with a hollow unit body that is combined into an underground structure space through concrete grout pouring and solidification, and a permeable pavement or ordinary cement or asphalt is laid above the space Made of asphalt, the underground structure space can be buried under the ground for water storage and drainage. It becomes an artificial road subgrade.
  • the underground reservoir has both the functions of rivers and drainage ditches. , in response to the heavy pressure of vehicles passing by and the erosion of heavy rain on the ground, and the chance of preventing floods and droughts from happening.
  • the high-load, high-strength underground structure space is mainly equipped with reinforced concrete support columns formed in the system formwork to enhance the strength of the road under high load and heavy pressure, and to avoid damage to the road caused by heavy vehicles.
  • Another object of the present invention is to provide a high-strength road with a water resource adjustment system in response to climate change, which can be applied to roads, airports, parks, squares and parking lots, and can withstand heavy pressure and withstand tens of tons or A high-load pavement repeatedly rolled by a 100-ton vehicle, and a system template space water storage and drainage system that can also build a structural space above and below the ground.
  • the high-strength road of the climate change water resource adjustment system designed by the present invention is formed by setting a hollow unit structure formwork through concrete grout pouring and solidification to form an underground structure space, and then laying a pavement above the underground structure space , the hollow unit body is formed by combining at least one structural formwork and a plurality of side plates; the upper surface of the structural formwork is provided with a plate, and a through hole and at least one through pipe are arranged on the plate, and the structural formwork and the side plates are combined and laid Afterwards, concrete slurry is poured into the structural formwork pipe, and after solidification, an underground structural space with high supporting strength and a water resource adjustment road with storage and drainage systems are formed.
  • the hollow unit body is constructed by combining two upper and lower structural templates and four side panels.
  • the upper and lower structural templates have plates on the upper surface and through holes on the plates. And at least one through pipe, the upper and lower structural formworks are provided with corresponding tenons and mortises around the plates, so that the upper and lower structural formworks of two adjacent units can be spliced together with tenons;
  • the side plate is provided with a through hole, and a buckle structure is provided at the side edge, so that the side plate can be quickly buckled on the outside of the upper and lower structural templates, so as to be built into a hollow body; Concrete grouting, when the two upper and lower structural formworks are combined, the upper and lower side pipes will be combined into a hollow formwork grouting pipe, and concrete grout will be poured into the hollow grouting pipe to form an underground structural space system with high supporting strength .
  • the hollow unit body is covered with non-woven fabric for backfilling with soil or concrete grout.
  • the effective gain of the present invention lies in that when a large amount of rain falls on the road surface, the rainwater can be collected through various permeable pavements or permeable pipes and introduced into the ground, and then further stored in the construction space of the high-strength structural formwork buried under the ground, which can not only effectively prevent the surface
  • the opportunity for floods can also be used to replenish groundwater resources and store and recycle rainwater for subsequent reuse.
  • Fig. 1 is a schematic cross-sectional view of the high-strength road of the present invention.
  • Fig. 2 is an enlarged schematic diagram of a local structure of the present invention.
  • Fig. 3 is an exploded schematic diagram of the structure of the hollow unit body of the present invention.
  • Fig. 4 is a three-dimensional appearance view of Fig. 3 assembled in the present invention.
  • Fig. 4 a is the enlarged schematic diagram of the partial structure of Fig. 4 of the present invention.
  • Fig. 5 is a schematic diagram of overlapping extension of structural templates of the present invention.
  • Fig. 5 a is the enlarged schematic diagram of the partial structure of Fig. 5 of the present invention.
  • Fig. 6 is a schematic diagram of laying non-woven fabrics on the upper side before the grouting operation in the duct of the present invention.
  • Fig. 7 is a schematic diagram of the structure formwork of the present invention with a hollow pipe column beside the through pipe.
  • Fig. 8 is a schematic diagram of combining the present invention with a permeable asphalt pavement.
  • Fig. 9 is a schematic diagram of a high-strength road structure completed by pouring concrete slurry into the through pipe of the present invention.
  • Fig. 10 is a schematic diagram of drainage in an underground space according to the present invention.
  • Fig. 11 is a schematic diagram of the present invention, where the hollow unit bodies are stacked up and down and the through pipes are connected in series to prepare for pouring concrete grout.
  • Fig. 12 is an exploded schematic diagram of the structure of the upper hollow unit body of the present invention.
  • Fig. 13 is a schematic diagram of the lining side plate under the hollow unit structure formwork of the present invention.
  • the present invention is provided with a hollow unit body 30a which is poured and solidified with concrete grout to form an underground structural space 30, and a permeable pavement 10 is laid on the structural space.
  • a permeable pavement 10 is a permeable pavement structure designed by the inventor of this case in the early years with permeable pipes 10a or permeable holes formed by drilling holes, which can quickly guide ground rainwater and store it in the high-supporting underground structure space storage and drainage system of this case. middle.
  • the gravel gradation 20 is laid under the permeable pavement 10, which can quickly receive the rainwater infiltrated from the road surface through the permeable pavement 10, and enter the underground space 30 system equipment to prevent waterlogging.
  • the hollow unit body 30a of the present invention is formed by combining a structural template 31 and a plurality of side plates 32; the upper surface of the structural template 31 is provided with a plate 312, and a through hole is provided on the plate 312 311 and at least one through pipe 33, the plate 312 is provided with a recessed part 313, the structural formwork 31 and the side plate 32 are combined into a hollow unit body, after laying on the roadbed, pour concrete slurry into the through pipe 33, and form a high support structure after solidification Strong underground structural space system.
  • a plurality of corresponding tenons 317 and tenon grooves 318 are provided around the plates 312 of the structural formwork 31, so that the structural formwork 31 of two adjacent hollow units can be tenoned together. spliced together.
  • the side plate 32 is provided with a through hole 321 to provide the side of the hollow unit body 30a to enter the water, and at the same time, the position of the side edge of the buckle groove 319 is provided corresponding to the structural template 31, so as to be provided with a buckle structure, this figure
  • the buckle structure is designed as a hook 322, which can quickly buckle the side plate 32 on the outside of the structural formwork 31 of each unit body 30a, so as to form a hollow body structure.
  • the structure of the structural template 31 is not only provided with a through pipe 33 in the center, but also provided with four hollow pipe columns 314 around the periphery of the through pipe 33 .
  • the through pipe 33 or the hollow pipe column 314 is preferably designed to have a tapered inner wall.
  • the end of each hollow pipe column 314 of the structural template 31 is lined with a side plate 32, so that when facing an uneven bottom surface or When the bottom surface is easy to sag, it will need to be paved, as shown in Figure 13, after the joints are embedded and fixed, the side panels 32 will be provided with lap joints on the sides.
  • a through pipe 33 is provided on the structural formwork 31 to become a hollow formwork grouting pipeline, and under the through pipe 33 or the hollow pipe column 314, the optional Lay sand layer 21 as the case may be, and under sand layer 21 also will select to make base with concrete layer 22 as required, and the through pipe 33 of this hollow grouting pipeline wherein selects and also can cast reinforcing bar 34 as required, as Fig.
  • the interior of the hollow water storage unit 30a can be pre-pierced with a pipe 35 to facilitate the threading and arrangement of related water supply, drainage, electric wires, telephone lines, cable TV fiber optic cables and other pipelines.
  • a hollow unit body 30a is formed by pouring and solidifying concrete grout to form an underground space 30, and then laying a permeable pavement 10 or common cement or asphalt above the water storage space.
  • the pavement 10 adopts the permeable pavement pavement paved with permeable asphalt, and the rainwater is except through the permeable pavement to infiltrate and get rid of accumulated water, so that the rainwater can be collected so that it can be extracted and reused by the pumping equipment 37, as shown in Figure 1 .
  • the drainage function described in the structural space under the road surface of the present invention is planned according to the drainage demand or on any side close to the river channel, and an overflow hole 36 is provided to communicate between the underground space 30 of the present invention and the river channel, through the infiltration of the road surface When the height of the rainwater reaches the overflow hole 36, it is directly discharged, which becomes the same function as the drainage ditch under the road surface.
  • the hollow unit structural formwork of this case is stacked up and down, so that the structural formwork 31 of the hollow unit body 30a
  • the through pipes 33 are connected in series to form a formwork channel for pouring concrete slurry.
  • the concrete solidifies into a concrete support column, and the system formwork is still kept outside to protect the concrete support column from being eroded by water, and also to protect the concrete from oxidation and aging, becoming a deeper and larger concrete support column.
  • the space below the road is a high-intensity groundwater resource adjustment structure space.
  • the hollow unit body 30a under different embodiments of the present invention is changed to be composed of 2 structural templates, including an upper structural template 31a and a lower structural template 31b combined with 4 side plates 32; when combined, make Two of the upper structural formwork 31a and the lower structural formwork 31b with the same structure are symmetrically stacked up and down, and the four side plates 32 are fastened to the surrounding edges of the upper structural formwork 31a and the lower structural formwork 31b to form a structure. Hollow body with space.
  • the design of the present invention has a high-load, high-strength pressure-resistant space under the road surface, and at the same time provides a water storage and drainage system, thereby achieving a large-area water storage and drainage effect in a relatively short period of time, and has the effect of preventing regional flooding and drought.
  • the opportunity also provides rainwater to slowly infiltrate into the underground soil layer to replenish groundwater resources. In this way, it can effectively and quickly drain the ground in a short period of time, recycle rainwater and replenish groundwater.
  • the present invention has the following practical advantages:
  • the underground structural space composed of a structural template form not only has high void ratio and high support, but also has multiple characteristics such as light texture, small size and high reusability, which can make construction more convenient and fast , reduce the construction period, reduce costs, and also have environmental protection effects.
  • the high-strength road of the water resource adjustment system in response to climate change in the present invention is used to construct an underground storage and drainage structural space that has both underground space and high-strength supporting water resource adjustment and utilization benefits, and has industrial advantages.

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  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Road Paving Structures (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Sewage (AREA)

Abstract

A high-strength road for a water resource regulation system in response to climate change. An underground structural space is formed by a structural system formwork, which is provided with a hollow unit body, by means of grouting and solidifying concrete grout, and the high-strength road is formed by paving a road or a pavement over the underground structural space; the hollow unit body is at least provided with a structural formwork and is formed by means of combining a plurality of side slabs; an upper surface of the formwork is provided with a plate, and the plate is provided with a through hole and at least one through pipe; and after the structural system formwork and the side plates are combined and paved, the concrete grout is grouted and solidifies to form the underground structural space with a high support strength. In this way, drainage system infrastructure such as traditional road drainage ditches and drainage ditch covers is replaced. A water storage and drainage system uses reserved holes or bores in the road, or uses a permeable pavement or roadside water pumping and draining holes to direct rainwater down and store same in the underground space, so as to effectively store water and prevent regional water accumulation, and a larger drainage space system is provided. A new city appearance having wider, safer and more attractive roads can be planned without drainage ditches being provided, and same also serves as an optimal method for water resource regulation, which can prevent mosquito breeding and malodor of a traditional drainage ditch, thereby thoroughly ameliorating environmental pollution and disasters brought about by traditional road construction.

Description

因应气候变迁水资源调适系统的高强度道路A High-Intensity Pathway for Water Adaptation Systems in Response to Climate Change 技术领域technical field
本发明一种因应气候变迁水资源调适系统的高强度道路,尤指一种建构出地下设有高强度的结构空间系统,于结构空间的上方搭配建构各种型态道路铺面或透水性铺面或加设透水材料,兼具能够耐车辆重压的高强度高乘载路面。The invention relates to a high-strength road for a water resource adjustment system in response to climate change, especially a system with a high-strength structural space constructed underground, and various types of road pavement or permeable pavement or pavements constructed above the structural space. Water-permeable materials are added to provide a high-strength and high-load road surface that can withstand the heavy pressure of vehicles.
背景技术Background technique
由于都市不断进步扩张,在各种人为设施大量兴建下,道路面积持续增加,造成集水区逐渐丧失原有的保水能力,导致地表径流量大幅增加,传统道路因不透水造成大量表面径流,也是造成都市内涝的主要原因之一,再加上地球暖化造成气候变迁的冲击,使得各都会地区面临更大的防洪压力,加上传统治水着重在点及线的治水,兴建各种大小型水库及排水沟等设施,极端气候常常突如其来暴雨量降临,传统道路及排水沟无法因应强降雨造成都市内涝,经常产生大面积区域因排水性不良的积水甚至大面积淹水,传统治水的标准及道路建设的标准及观念已经不能因应气候变迁所需。Due to the continuous progress and expansion of cities and the construction of various man-made facilities, the area of roads continues to increase, resulting in the gradual loss of the original water retention capacity of the catchment area, resulting in a substantial increase in surface runoff. Traditional roads cause a large amount of surface runoff due to imperviousness. One of the main causes of urban waterlogging, coupled with the impact of climate change caused by global warming, makes urban areas face greater pressure on flood control. In addition, traditional water control focuses on point and line water control, and various large and small reservoirs are built and drainage ditches and other facilities. In extreme weather, sudden heavy rainfall often comes. Traditional roads and drainage ditches cannot cope with heavy rainfall and cause urban waterlogging. Large areas often have stagnant water or even large areas of flooding due to poor drainage. Traditional water control standards and The standards and concepts of road construction can no longer meet the needs of climate change.
一般的传统道路,阻绝了水、空气于地面上与地底下自然循环,造成道路区域地下形成缺水、缺氧的「生态沙漠」;传统道路为因应重车行走,必须夯实路基并设置排水沟,因此道路的路基不能含水且无法储水的缺点,因此传统道路无论是一般道路或是透水铺面道路,或是高乘载高流量公路都必须夯实路基,封闭路床防止雨水进入路床或路基,避免造成路基泡水软化坍塌凹陷,造成公安人命损伤。Ordinary traditional roads prevent the natural circulation of water and air between the ground and the ground, resulting in the formation of an "ecological desert" in the underground area of the road area that lacks water and oxygen; in order to cope with heavy vehicles, the roadbed must be compacted and drainage ditches must be installed , so the subgrade of the road cannot contain water and cannot store water. Therefore, whether the traditional road is a general road, a permeable paved road, or a high-load and high-flow road, the subgrade must be compacted, and the road bed must be closed to prevent rainwater from entering the road bed or subgrade. , so as to avoid causing the subgrade to soak in water, soften, collapse and sag, causing damage to public security personnel.
因此传统透水铺面路面需要非常防范雨水入渗路床及路基,不能允许雨水入渗路基,因此必须设置排水设施将雨水经由排水沟排掉,无法留住珍贵的水资源甚是可惜。故设计一种具透水性且地下建构有高强度储水空间筑体的新形态道路,能作为保水的功效。Therefore, the traditional permeable pavement needs to prevent rainwater from infiltrating the roadbed and subgrade. It cannot allow rainwater to infiltrate the subgrade. Therefore, drainage facilities must be installed to drain rainwater through drainage ditches. It is a pity that precious water resources cannot be retained. Therefore, designing a new form of road with water permeability and underground structures with high-strength water storage space can be used as a water conservation effect.
传统道路于透水功能及地下储水功能上,传统道路不能全面透水,也不能全面储水,更会造成大量表面径流,也是造成都市内涝的主要原因。In terms of water permeability and underground water storage functions, traditional roads are neither fully permeable nor fully water-storage, and will cause a large amount of surface runoff, which is also the main cause of urban waterlogging.
为对抗地球暖化减轻环境负荷及其造成的负面冲击,推动的低冲击开发技术,在推行低冲击开发技术二十多年来都被质疑部分未臻完善,尤其淹水或干旱及高温因地球暖化极端气候影响,有时反而愈来愈严重。推动的低冲击开发技术维护费用非常高,考虑提供一种能永续发展及符合经济效益、方便维护,才是其最大优良条件及诱因,而海绵城市建设构想是一 种在城市中建设防洪防涝并希望能兼具有生态环保功能的新型城市都市计划建设;比如兴建透水路面以代替非透水的路面,下雨时能吸水、蓄水、渗水另外会分别在公园、广场设置地下储水扑满储水等。气候干燥炎热时,能释放水气改善热岛效应,防止地球暖化等情况,海绵城市建设的做法及材料,其中的透水砖透水功能与水扑满储水功能等,一般皆不能承受重压,更不能永续稳固牢靠而适应例如地震摇晃或地面上重车辗压破坏,只能使用在人行道、公园、广场非重车能到之处,以防止重车辗压造成陷落而致公安疑虑。而道路两旁仍旧需要设置排水沟以排放地表面的雨水,因此城市排水沟都容易造成环境污染,而且容易堵塞,也不容易维护干净清洁,排水沟的排水口一旦堵塞垃圾,且于外观上也形成一种视觉上的不美观。In order to combat global warming and reduce the environmental load and its negative impact, the low-impact development technology promoted has been questioned for more than 20 years, and some parts have not been perfected, especially due to flooding or drought and high temperature caused by the earth. The effects of extreme climate warming are sometimes getting worse. The maintenance cost of the promoted low-impact development technology is very high. It is the best condition and incentive to consider providing a sustainable development, economic benefits, and convenient maintenance. The concept of sponge city construction is a kind of construction of flood prevention and Waterlogging and hopes to build a new type of city planning and construction with ecological and environmental protection functions; for example, building permeable pavement to replace non-permeable pavement, which can absorb, store and infiltrate water when it rains. In addition, underground water storage tanks will be installed in parks and squares respectively. Water storage, etc. When the climate is dry and hot, it can release water vapor to improve the heat island effect and prevent global warming. The construction methods and materials of the sponge city, the permeable function of the permeable bricks and the function of water storage are generally not able to withstand heavy pressure. It is not sustainable and stable and can adapt to earthquake shaking or heavy vehicle rolling damage on the ground. It can only be used on sidewalks, parks, and squares where non-heavy vehicles can reach, so as to prevent heavy vehicles from falling and causing public security concerns. On both sides of the road, drainage ditches still need to be set up to discharge the rainwater on the ground surface, so urban drainage ditches are easy to cause environmental pollution, and are easy to block, and are not easy to maintain and clean. Form a visual unsightly appearance.
为此,因应搭配地面上各种透水铺面设施的建构,为了有效将所导入地下的雨水能够有效的储存再利用,因此设计一种地上与地下串联能够更耐重压,经得起数十吨或百吨重车辆反复辗压的高乘载道路,达成地上、地下共筑结构空间的系统模板空间产生储水排水系统,为本发明的主要动机。For this reason, in order to match the construction of various permeable pavement facilities on the ground, in order to effectively store and reuse the rainwater introduced into the ground, a series connection between the ground and the ground is designed to be more resistant to heavy pressure, and can withstand tens of tons or more. The main motivation of the present invention is the high-load road repeatedly rolled by 100-ton vehicles, and the system formwork space where the above-ground and underground structural spaces are built together to create a water storage and drainage system.
发明内容Contents of the invention
本发明的主要目的,在于提供一种因应气候变迁水资源调适系统的高强度道路,设有中空单元体经混凝土浆灌注凝固结合成地下结构空间,于该空间上方铺设透水铺面或一般水泥或柏油沥青而成,地下结构空间能埋设于地底下作为储水、排水,成为一种人工道路路基的地下水库兼具河流、排水沟功能,储水后有效就地将水资源提供方便再抽取再利用,因应地面上有可能发生车辆行经而重压及大雨的冲刷与防止水旱灾害发生的机会。高承载、高强度的地下结构空间主要设有系统模板中所形成增强的混凝土支撑柱,作为增强道路高乘载及受重压的强度,能避免重车行驶对道路造成破坏。The main purpose of the present invention is to provide a high-strength road for a water resource adjustment system in response to climate change, which is equipped with a hollow unit body that is combined into an underground structure space through concrete grout pouring and solidification, and a permeable pavement or ordinary cement or asphalt is laid above the space Made of asphalt, the underground structure space can be buried under the ground for water storage and drainage. It becomes an artificial road subgrade. The underground reservoir has both the functions of rivers and drainage ditches. , in response to the heavy pressure of vehicles passing by and the erosion of heavy rain on the ground, and the chance of preventing floods and droughts from happening. The high-load, high-strength underground structure space is mainly equipped with reinforced concrete support columns formed in the system formwork to enhance the strength of the road under high load and heavy pressure, and to avoid damage to the road caused by heavy vehicles.
本发明的另一目的,在于提供一种因应气候变迁水资源调适系统的高强度道路,能应用在道路、机场、公园、广场及停车场设置,能够更耐重压,经得起数十吨或百吨重车辆反复辗压的高乘载铺面,同时也能在地上与地下共筑结构空间的一种系统模板空间储水排水系统。Another object of the present invention is to provide a high-strength road with a water resource adjustment system in response to climate change, which can be applied to roads, airports, parks, squares and parking lots, and can withstand heavy pressure and withstand tens of tons or A high-load pavement repeatedly rolled by a 100-ton vehicle, and a system template space water storage and drainage system that can also build a structural space above and below the ground.
为达上述目的,本发明设计的因应气候变迁水资源调适系统的高强度道路中,设有中空单元体结构模板经混凝土浆灌注凝固结合成地下结构空间,再于地下结构空间上方铺设铺面而成,所述中空单元体至少设有一片结构模板及多个侧板结合而成;该结构模板上表面设有板片,于板片上设有透孔及至少一通管,结构模板与侧板结合铺设后于结构模板通管中灌注混凝土浆,凝固后以形成具有高支撑性强度的地下结构空间,具有储、排水系统的水资源调 适道路。In order to achieve the above-mentioned purpose, the high-strength road of the climate change water resource adjustment system designed by the present invention is formed by setting a hollow unit structure formwork through concrete grout pouring and solidification to form an underground structure space, and then laying a pavement above the underground structure space , the hollow unit body is formed by combining at least one structural formwork and a plurality of side plates; the upper surface of the structural formwork is provided with a plate, and a through hole and at least one through pipe are arranged on the plate, and the structural formwork and the side plates are combined and laid Afterwards, concrete slurry is poured into the structural formwork pipe, and after solidification, an underground structural space with high supporting strength and a water resource adjustment road with storage and drainage systems are formed.
于一实施例,所述中空单元体,构造设有2片上、下结构模板及4片侧板结合而成,该上、下结构模板,上表面设有板片,于板片上设有透孔及至少一通管,于上、下结构模板其板片的周围处设有相对应的凸榫及榫槽,使两相邻的单元体其上、下结构模板能相互榫合的拼接在一起;该侧板,板上设有透孔,于侧缘位置设有卡扣结构,供侧板快速的卡扣搭设于上、下结构模板外侧,借以搭设成为一中空体;于中空单元体外部进行混凝土浆灌注,当两上、下结构模板对合时上、下侧通管将对合成为一中空模板灌浆管道,于中空灌浆管道中灌注混凝土浆,形成具有高支撑性强度的地下结构空间系统。In one embodiment, the hollow unit body is constructed by combining two upper and lower structural templates and four side panels. The upper and lower structural templates have plates on the upper surface and through holes on the plates. And at least one through pipe, the upper and lower structural formworks are provided with corresponding tenons and mortises around the plates, so that the upper and lower structural formworks of two adjacent units can be spliced together with tenons; The side plate is provided with a through hole, and a buckle structure is provided at the side edge, so that the side plate can be quickly buckled on the outside of the upper and lower structural templates, so as to be built into a hollow body; Concrete grouting, when the two upper and lower structural formworks are combined, the upper and lower side pipes will be combined into a hollow formwork grouting pipe, and concrete grout will be poured into the hollow grouting pipe to form an underground structural space system with high supporting strength .
于另一实施例,于所述中空单元体外部包覆不织布而进行回填泥土或混凝土浆灌注。In another embodiment, the hollow unit body is covered with non-woven fabric for backfilling with soil or concrete grout.
本发明的有效增益在于;当路面大量降雨时,则能通过各种透水铺面或透水管而收集雨水导入地下,再由地底下所埋设的高强度结构模板构造空间进一步储存,不仅能有效防止地表发生水灾的机会,并亦能作为回补地下水资源,将雨水储存回收以利后续再利用。The effective gain of the present invention lies in that when a large amount of rain falls on the road surface, the rainwater can be collected through various permeable pavements or permeable pipes and introduced into the ground, and then further stored in the construction space of the high-strength structural formwork buried under the ground, which can not only effectively prevent the surface The opportunity for floods can also be used to replenish groundwater resources and store and recycle rainwater for subsequent reuse.
本发明的其它特点及具体实施例于以下配合附图的详细说明中,进一步了解。Other features and specific embodiments of the present invention will be further understood in the following detailed description with accompanying drawings.
附图说明Description of drawings
图1为本发明高强度道路剖面示意图。Fig. 1 is a schematic cross-sectional view of the high-strength road of the present invention.
图2为本发明局部构造放大示意图。Fig. 2 is an enlarged schematic diagram of a local structure of the present invention.
图3为本发明中空单元体构造分解示意图。Fig. 3 is an exploded schematic diagram of the structure of the hollow unit body of the present invention.
图4为本发明图3组合后立体外观图。Fig. 4 is a three-dimensional appearance view of Fig. 3 assembled in the present invention.
图4 a为本发明图4的局部构造放大示意图。Fig. 4 a is the enlarged schematic diagram of the partial structure of Fig. 4 of the present invention.
图5为本发明结构模板相互搭接延伸示意图。Fig. 5 is a schematic diagram of overlapping extension of structural templates of the present invention.
图5 a为本发明图5的局部构造放大示意图。Fig. 5 a is the enlarged schematic diagram of the partial structure of Fig. 5 of the present invention.
图6为本发明通管中灌浆作业前上方铺设不织布示意图。Fig. 6 is a schematic diagram of laying non-woven fabrics on the upper side before the grouting operation in the duct of the present invention.
图7为本发明结构模板于通管旁设中空管柱示意图。Fig. 7 is a schematic diagram of the structure formwork of the present invention with a hollow pipe column beside the through pipe.
图8为本发明与透水柏油路面结合的示意图。Fig. 8 is a schematic diagram of combining the present invention with a permeable asphalt pavement.
图9为本发明通管中灌注混凝土浆完成高强度道路结构示意图。Fig. 9 is a schematic diagram of a high-strength road structure completed by pouring concrete slurry into the through pipe of the present invention.
图10为本发明地下空间进行排水示意图。Fig. 10 is a schematic diagram of drainage in an underground space according to the present invention.
图11为本发明将中空单元体采上下迭设方式将通管串联后预备灌注混凝土浆作业示意图。Fig. 11 is a schematic diagram of the present invention, where the hollow unit bodies are stacked up and down and the through pipes are connected in series to prepare for pouring concrete grout.
图12为本发明上层中空单元体构造分解示意图。Fig. 12 is an exploded schematic diagram of the structure of the upper hollow unit body of the present invention.
图13为本发明中空单元体结构模板下衬设侧板示意图。Fig. 13 is a schematic diagram of the lining side plate under the hollow unit structure formwork of the present invention.
具体实施方式Detailed ways
参图1、2,本发明设有中空单元体30a经混凝土浆灌注凝固结合成地下结构空间30,于结构空间上方铺设透水铺面10而成。该透水铺面10其中一种为本案发明人早年所设计具有透水管10a或钻孔洞形成透水孔的透水铺面结构,能快速导入地面雨水储存于本案高支撑性强度的地下结构空间储、排水系统中。Referring to Figures 1 and 2, the present invention is provided with a hollow unit body 30a which is poured and solidified with concrete grout to form an underground structural space 30, and a permeable pavement 10 is laid on the structural space. One of the permeable pavement 10 is a permeable pavement structure designed by the inventor of this case in the early years with permeable pipes 10a or permeable holes formed by drilling holes, which can quickly guide ground rainwater and store it in the high-supporting underground structure space storage and drainage system of this case. middle.
该透水铺面10下方铺设碎石级配20,能快速接受路面经由透水铺面10下渗的雨水,进入地下空间30系统设备中防止内涝产生。The gravel gradation 20 is laid under the permeable pavement 10, which can quickly receive the rainwater infiltrated from the road surface through the permeable pavement 10, and enter the underground space 30 system equipment to prevent waterlogging.
参图3、4、4a,本发明中空单元体30a设有一片结构模板31及多个侧板32结合而成;结构模板31上表面设有板片312,于板片312上设有透孔311及至少一通管33,板片312上设有凹陷部313,结构模板31与侧板32结合成一中空单元体,铺设于路基后于通管33中灌注混凝土浆,凝固后形成具有高支撑性强度的地下结构空间系统。Referring to Figures 3, 4, and 4a, the hollow unit body 30a of the present invention is formed by combining a structural template 31 and a plurality of side plates 32; the upper surface of the structural template 31 is provided with a plate 312, and a through hole is provided on the plate 312 311 and at least one through pipe 33, the plate 312 is provided with a recessed part 313, the structural formwork 31 and the side plate 32 are combined into a hollow unit body, after laying on the roadbed, pour concrete slurry into the through pipe 33, and form a high support structure after solidification Strong underground structural space system.
参图5、5a、6,于结构模板31其板片312的周围处更设有多个相对应的凸榫317及榫槽318,使两相邻的中空单元体其结构模板31相互榫合的拼接在一起。Referring to Figures 5, 5a, and 6, a plurality of corresponding tenons 317 and tenon grooves 318 are provided around the plates 312 of the structural formwork 31, so that the structural formwork 31 of two adjacent hollow units can be tenoned together. spliced together.
参图3,该侧板32,板上设有透孔321,提供中空单元体30a侧面入水,同时对应于结构模板31设有该扣槽319侧缘位置,为设有卡扣结构,本图卡扣结构设计为卡勾322,能供侧板32快速的卡扣搭设于各单元体30a的结构模板31外侧,借以组成一中空体结构。Referring to Fig. 3, the side plate 32 is provided with a through hole 321 to provide the side of the hollow unit body 30a to enter the water, and at the same time, the position of the side edge of the buckle groove 319 is provided corresponding to the structural template 31, so as to be provided with a buckle structure, this figure The buckle structure is designed as a hook 322, which can quickly buckle the side plate 32 on the outside of the structural formwork 31 of each unit body 30a, so as to form a hollow body structure.
参图7,结构模板31构造除中央设有一通管33,并于通管33周缘再设有4支中空管柱314。该通管33或中空管柱314较佳为设计成具锥度的内壁,同时于结构模板31各中空管柱314的端部则衬设侧板32,使当面对不平整底面或是容易软陷的底面时,将需要加以铺衬,如图13所示,相互结合嵌固定位后,于侧边再提供侧板32的搭接扣合。Referring to FIG. 7 , the structure of the structural template 31 is not only provided with a through pipe 33 in the center, but also provided with four hollow pipe columns 314 around the periphery of the through pipe 33 . The through pipe 33 or the hollow pipe column 314 is preferably designed to have a tapered inner wall. At the same time, the end of each hollow pipe column 314 of the structural template 31 is lined with a side plate 32, so that when facing an uneven bottom surface or When the bottom surface is easy to sag, it will need to be paved, as shown in Figure 13, after the joints are embedded and fixed, the side panels 32 will be provided with lap joints on the sides.
参图6、8、9,当本发明于组合成中空单元体30a,于结构模板31上设有通管33成为一中空模板灌浆管道,于通管33或中空管柱314下方则选择性视情况铺设沙层21,且于沙层21下也将视需要选择以混凝土层22做打底,该中空灌浆管道的通管33其中视需要选择也能施放钢筋34,如图8,而整个搭组多个中空单元体30a结构体于该通管33灌注混凝土浆时,一体成形于外部包覆不织布30b后循着透孔301灌注入混凝土浆302,因此当混凝土凝结后,该中空灌浆管道内所凝固成的混凝土支撑柱,将会凝固成一高强度筑体,形成类似房屋结构的柱体结构一般;以塑造形成如地底水库一般坚固的筑体设施,建构埋设于地底下,更耐于受到地震的摇晃冲击及大型重车辗压而不受路面塌陷损坏,易于维持路面平坦。Referring to Figures 6, 8, and 9, when the present invention is combined into a hollow unit body 30a, a through pipe 33 is provided on the structural formwork 31 to become a hollow formwork grouting pipeline, and under the through pipe 33 or the hollow pipe column 314, the optional Lay sand layer 21 as the case may be, and under sand layer 21 also will select to make base with concrete layer 22 as required, and the through pipe 33 of this hollow grouting pipeline wherein selects and also can cast reinforcing bar 34 as required, as Fig. 8, and the whole When a plurality of hollow unit bodies 30a are assembled to pour concrete slurry into the through pipe 33, they are integrally formed on the outside and covered with non-woven fabric 30b, and then poured into the concrete slurry 302 along the through hole 301. Therefore, after the concrete sets, the hollow grouting pipe The concrete support column solidified inside will solidify into a high-strength building, forming a column structure similar to the house structure; to shape a solid building facility like an underground reservoir, and the structure is buried underground, which is more durable It is easy to keep the road surface flat without being damaged by road surface subsidence due to the shaking impact of the earthquake and the rolling of large heavy vehicles.
值得一提的是,该中空储水单元体30a内部,更能预先穿设有管道35,以方便相关供水、排水、电线、电话线、有线电视光纤电缆等管线的穿线配设。It is worth mentioning that, the interior of the hollow water storage unit 30a can be pre-pierced with a pipe 35 to facilitate the threading and arrangement of related water supply, drainage, electric wires, telephone lines, cable TV fiber optic cables and other pipelines.
参图9,本发明,设有中空单元体30a经混凝土浆灌注凝固结合成地下空间30,再于储水空间上方铺设透水铺面10或一般水泥或柏油沥青而成。其中铺面10当采用透水柏油铺设成的透水铺面路面,雨水除了经由透水铺面下渗排除积水,如此达到雨水的收集以便能利用抽水设备37抽出再利用,如图1所示。Referring to Fig. 9, in the present invention, a hollow unit body 30a is formed by pouring and solidifying concrete grout to form an underground space 30, and then laying a permeable pavement 10 or common cement or asphalt above the water storage space. Wherein the pavement 10 adopts the permeable pavement pavement paved with permeable asphalt, and the rainwater is except through the permeable pavement to infiltrate and get rid of accumulated water, so that the rainwater can be collected so that it can be extracted and reused by the pumping equipment 37, as shown in Figure 1 .
参图10,而本发明路面下结构空间所述的排水功能,则是依排水需求规划或是任何于靠近河道侧,设置溢水孔36连通于本发明地下空间30与河道间,通过路面下渗的雨水高度达溢水孔36时直接排出,成为路面下的排水沟一样功能。Referring to Fig. 10, the drainage function described in the structural space under the road surface of the present invention is planned according to the drainage demand or on any side close to the river channel, and an overflow hole 36 is provided to communicate between the underground space 30 of the present invention and the river channel, through the infiltration of the road surface When the height of the rainwater reaches the overflow hole 36, it is directly discharged, which becomes the same function as the drainage ditch under the road surface.
参图11、12,本发明另一实施例,当要增加路面下高强度结构空间储、排水时,将本案的中空单元体结构模板进行上下堆叠,使中空单元体30a其中的结构模板31内通管33串联成一灌注混凝土浆的模板通道,进行灌注后混凝土凝固成混凝土支撑柱,外面仍保有系统模板保护混凝土支撑柱避免受水侵蚀,也保护混凝土防止其氧化而老化,成为更深更大的道路下方空间高强度的地下水资源调适结构空间。Referring to Figures 11 and 12, in another embodiment of the present invention, when it is necessary to increase the storage and drainage of the high-strength structural space under the road surface, the hollow unit structural formwork of this case is stacked up and down, so that the structural formwork 31 of the hollow unit body 30a The through pipes 33 are connected in series to form a formwork channel for pouring concrete slurry. After pouring, the concrete solidifies into a concrete support column, and the system formwork is still kept outside to protect the concrete support column from being eroded by water, and also to protect the concrete from oxidation and aging, becoming a deeper and larger concrete support column. The space below the road is a high-intensity groundwater resource adjustment structure space.
如图12,本发明不同的实施例下该中空单元体30a,改变为由2片结构模板,包含上结构模板31a及下结构模板31b与4片侧板32结合而成;当组合时,使构造相同两个该上结构模板31a及下结构模板31b呈上、下相互对称对合堆叠,而4片侧板32扣合于上结构模板31a、下结构模板31b的四周边缘,以搭设成为一具空间的中空体。As shown in Fig. 12, the hollow unit body 30a under different embodiments of the present invention is changed to be composed of 2 structural templates, including an upper structural template 31a and a lower structural template 31b combined with 4 side plates 32; when combined, make Two of the upper structural formwork 31a and the lower structural formwork 31b with the same structure are symmetrically stacked up and down, and the four side plates 32 are fastened to the surrounding edges of the upper structural formwork 31a and the lower structural formwork 31b to form a structure. Hollow body with space.
本发明所设计的路面下具有高乘载、高强度的耐压空间同时提供具储水、排水系统,进而达到较短时间大面积的储水与排水效果,具有防范地区淹水、旱灾发生的机会,也同时提供雨水慢慢下渗至地底土壤层以回补地下水资源,如此即能获得使地面上一短时间有效快速排水并回收雨水及补充地下水的功能。The design of the present invention has a high-load, high-strength pressure-resistant space under the road surface, and at the same time provides a water storage and drainage system, thereby achieving a large-area water storage and drainage effect in a relatively short period of time, and has the effect of preventing regional flooding and drought. The opportunity also provides rainwater to slowly infiltrate into the underground soil layer to replenish groundwater resources. In this way, it can effectively and quickly drain the ground in a short period of time, recycle rainwater and replenish groundwater.
由上可知,本发明具有如下实用优点:As can be seen from the above, the present invention has the following practical advantages:
1、提供道路为中空又高乘载、高强度结构型的地下空间,作为储水、排水防灾系统,类似人工地下水库、水道设施,于雨水汛期方便自动蓄水防灾,更能以简便的抽水设备提供地面上后续雨水反复再利用、反复再循环的环保效益,以达到充份储水以及回收雨水资源再利用的功效。1. Provide a hollow, high-load, high-strength structural underground space as a water storage and drainage disaster prevention system, similar to artificial underground reservoirs and waterway facilities, which are convenient for automatic water storage and disaster prevention during rainy flood seasons, and can be easily The advanced water pumping equipment provides the environmental protection benefits of repeated reuse and repeated recycling of subsequent rainwater on the ground, so as to achieve the effect of sufficient water storage and recycling of rainwater resources for reuse.
2、利用一种结构性模板形式所拼组成的地下结构空间,不仅具有高空隙率与高支撑性,且质地轻、体积小以及再利用性高等多重特质,能够使在施工方面更加方便、快速,减少施 工期、降低成本、同时亦具环保功效。2. The underground structural space composed of a structural template form not only has high void ratio and high support, but also has multiple characteristics such as light texture, small size and high reusability, which can make construction more convenient and fast , reduce the construction period, reduce costs, and also have environmental protection effects.
3、改善传统道路与水利建设的不协调及防灾与水资源调适,更能化解水旱灾发生的机会,与传统道路容易坍塌的公安事件发生。3. Improve the uncoordination between traditional roads and water conservancy construction, disaster prevention and water resources adjustment, and better resolve the chances of floods and droughts, and public security incidents where traditional roads are prone to collapse.
4、改善地表径流量,降低水、旱灾害发生的机会,同时亦能回补地下水资源,不仅能达到基地保水目的,更能打造一种确实有效的海绵城市生态环境。4. Improve surface runoff, reduce the chance of flood and drought disasters, and at the same time replenish groundwater resources, not only achieve the purpose of water conservation in the base, but also create an effective sponge city ecological environment.
5、改进了传统道路必须夯实路基阻绝水、空气于地上地下无法自然循环的缺点,提供一种更注重防灾与环境生态的设施。5. Improve the shortcomings of traditional roads that must be compacted to block water and air above and below the ground and cannot circulate naturally, and provide a facility that pays more attention to disaster prevention and environmental ecology.
6.改善传统水资源运用及治水以点(例如水库)供水不易,维护困难,经费高等缺点,及线(例如排水沟)需要常常清理维护,又有恶臭,蚊虫、蟑螂、老鼠等造成环境污染的治水缺点。6. Improve the use of traditional water resources and water control. It is not easy to supply water at points (such as reservoirs), difficult to maintain, and high in funds. The lines (such as drainage ditch) need to be cleaned and maintained frequently, and there are bad odors. Mosquitoes, cockroaches, mice, etc. cause environmental pollution. The shortcomings of water control.
综上所述,本发明因应气候变迁水资源调适系统的高强度道路,借以建构一种同时兼具地下空间与高强度支撑性的水资源调适利用效益的地下储、排水结构空间,具有产业上利用的价值,依法提出专利申请,以上所述,仅为本发明的较佳实施例而已,当不能以此限定本发明实施的范围;故,凡依本发明申请专利范围及发明说明书内容所作的简单的等效变化与修饰,皆应仍属本发明专利涵盖的范围内。To sum up, the high-strength road of the water resource adjustment system in response to climate change in the present invention is used to construct an underground storage and drainage structural space that has both underground space and high-strength supporting water resource adjustment and utilization benefits, and has industrial advantages. Utilize the value, propose patent application according to law, above-mentioned, only preferred embodiment of the present invention, when can not limit the scope of the present invention implementation with this; Simple equivalent changes and modifications should still fall within the scope covered by the patent of the present invention.

Claims (5)

  1. 一种因应气候变迁水资源调适系统的高强度道路,设有中空单元体结构模板经混凝土浆灌注凝固结合成地下结构空间,于地下结构空间上方铺设铺面而成,其特征在于:所述中空单元体至少设有一片结构模板及多个侧板结合而成;该结构模板上表面设有板片,于板片上设有透孔及至少一通管,结构模板与侧板结合铺设后于结构模板通管中灌注混凝土浆,凝固后以形成具有高支撑性强度的地下结构空间,具有储、排水系统的水资源调适道路。A high-strength road for a water resources adjustment system in response to climate change, which is provided with a hollow unit structure formwork that is poured and solidified with concrete grout to form an underground structure space, and pavement is laid on the underground structure space, and is characterized in that: the hollow unit The body is formed by combining at least one structural formwork and multiple side plates; the upper surface of the structural formwork is provided with a plate, and a through hole and at least one through pipe are provided on the plate. After the structural formwork and side plates are combined and laid, the structural formwork is connected Concrete slurry is poured into the pipe, and after solidification, an underground structure space with high supporting strength is formed, and a water resource adjustment road with storage and drainage systems is formed.
  2. 如权利要求1所述的因应气候变迁水资源调适系统的高强度道路,其特征在于:所述中空单元体该结构模板,于其板片的周围处设有相对应的凸榫及榫槽,使两相邻的单元体其结构模板能相互榫合的拼接在一起;该侧板,板上设有透孔,于侧缘位置设有卡扣结构。The high-strength road of the water resource adjustment system in response to climate change according to claim 1, characterized in that: the structural formwork of the hollow unit body is provided with corresponding tenons and tenon grooves around the plates, The structural templates of two adjacent unit bodies can be spliced together by mortise and tenon; the side plate is provided with a through hole, and a buckle structure is provided at the side edge.
  3. 如权利要求1所述的因应气候变迁水资源调适系统的高强度道路,其特征在于:所述中空单元体,构造设有2片上、下结构模板及4片侧板结合而成。The high-strength road of the water resource adjustment system in response to climate change according to claim 1, characterized in that: the hollow unit body is constructed by combining two upper and lower structural templates and four side plates.
  4. 如权利要求1所述的因应气候变迁水资源调适系统的高强度道路,其特征在于:其中结构模板的板片于通管周缘设有中空管柱。The high-strength road of the climate change water resource adjustment system according to claim 1, wherein the plate of the structural template is provided with a hollow column around the periphery of the through pipe.
  5. 如权利要求2所述的因应气候变迁水资源调适系统的高强度道路,其特征在于:其中该结构模板于板片顶部四周设有扣槽,且该侧板于侧缘位置所设的卡扣结构设为卡勾。The high-strength road of the water resource adjustment system for responding to climate change as claimed in claim 2, wherein the structural formwork is provided with buckle grooves around the top of the plate, and the side plates are provided with buckles at the side edges The structure is set as a hook.
PCT/CN2022/091725 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change WO2023035644A1 (en)

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PE2024000395A PE20241006A1 (en) 2021-09-10 2022-05-09 HIGH RESISTANCE ROAD FOR A WATER RESOURCE REGULATION SYSTEM IN RESPONSE TO CLIMATE CHANGE
US18/571,729 US20240279881A1 (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
EP22866122.9A EP4400665A1 (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
CR20240121A CR20240121A (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
MA64617A MA64617A1 (en) 2021-09-10 2022-05-09 HIGH-RESISTANCE ROAD FOR WATER RESOURCES REGULATION SYSTEM IN THE FACE OF CLIMATE CHANGE
AU2022344215A AU2022344215A1 (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
CA3231137A CA3231137A1 (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
IL311273A IL311273A (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
KR1020247006421A KR20240036098A (en) 2021-09-10 2022-05-09 High-strength road for water resource control system in response to climate change
JP2024514598A JP2024532549A (en) 2021-09-10 2022-05-09 High-strength roads for water resource regulation systems in response to climate change
MX2024002950A MX2024002950A (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change.
GB2400963.1A GB2623677A (en) 2021-09-10 2022-05-09 High-strength road for water resource regulation system in response to climate change
ZA2024/01878A ZA202401878B (en) 2021-09-10 2024-03-05 High-strength road for water resource regulation system in response to climate change
CONC2024/0002754A CO2024002754A2 (en) 2021-09-10 2024-03-05 High resistance road for water resources regulation system in response to climate change

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