TWM621567U - High-intensity road for water resource adaptive system in response to climate change - Google Patents

High-intensity road for water resource adaptive system in response to climate change Download PDF

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TWM621567U
TWM621567U TW110210764U TW110210764U TWM621567U TW M621567 U TWM621567 U TW M621567U TW 110210764 U TW110210764 U TW 110210764U TW 110210764 U TW110210764 U TW 110210764U TW M621567 U TWM621567 U TW M621567U
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structural
road
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water
underground
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陳瑞文
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陳瑞文
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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Abstract

一種因應氣候變遷水資源調適系統之高強度道路,包括設有中空單元體之結構系統模板經混凝土漿灌注凝固結合成地下結構空間,再於地下結構空間上方鋪設為道路或鋪面而成,所述中空單元體至少設有一片結構模板及數個側板結合而成;該模板上表面設有板片,於板片上設有透孔及至少一通管,當結構系統模板與側板結合鋪設後灌注混凝土漿,凝固後以形成具有高支撐性強度的地下結構空間;藉此,取代如傳統道路的排水溝及水溝蓋等排水系統基礎建設,並利用道路預留孔或鑽孔洞或透水鋪面或由路旁抽排水孔下導雨水後儲存於地下空間之儲水與排水系統,有效的儲水防範區域性積水,同時提供更大的排水空間系統,當因不設置排水溝時則可規劃出使道路變得更寬、更安全美觀的都市更新容貌,同時作為水資源調適的最佳方法,更可防止傳統排水溝蚊蟲孳生及惡臭,徹底改善傳統道路建設帶來的環境污染與災害等。 A high-strength road for a water resource adjustment system in response to climate change, comprising a structural system template with a hollow unit body, which is poured and solidified into an underground structural space, and then laid as a road or pavement above the underground structural space. The hollow unit body is formed by at least one structural template and several side plates; the upper surface of the template is provided with a plate, and the plate is provided with through holes and at least one through pipe. When the structural system template and the side plates are combined and laid, concrete slurry is poured. After solidification, an underground structure space with high supporting strength is formed; thereby, it can replace the drainage system infrastructure such as traditional road drainage ditches and ditch covers, and use road reserved holes or drill holes or permeable pavement or by A water storage and drainage system that stores the rainwater in the underground space through the roadside pumping and drainage holes, effectively storing water to prevent regional water accumulation, and providing a larger drainage space system. Roads become wider, safer and more beautiful, and urban renewal is the best way to adjust water resources. It can also prevent the breeding of mosquitoes and odors in traditional drainage ditches, and completely improve the environmental pollution and disasters caused by traditional road construction.

Description

因應氣候變遷水資源調適系統之高強度道路 High-intensity road for water resource adaptation system in response to climate change

本創作是有關於一種因應氣候變遷水資源調適系統之高強度道路,尤指一種建構出地下設有高強度的結構空間系統,於結構空間之上方能搭配建構各種型態的道路鋪面或透水性鋪面或加設透水材料,同時亦兼具有可耐車輛重壓的高強度高乘載路面。 This creation is about a high-strength road that responds to climate change and a water-resource adjustment system, especially a high-strength structural space system constructed underground, which can be matched with various types of road pavement or water permeability above the structural space. Pavement or adding permeable materials, and also have high-strength and high-load pavement that can withstand the heavy pressure of vehicles.

自古以來,土壤因具有集水、保水之功能。但是由於都市不斷進步擴張,而在各種人為設施的大量興建下,使得道路面積持續增加,造成集水區逐漸喪失原有的保水能力,並導致地表逕流量大幅增加,傳統道路因不透水造成大量表面逕流,也是造成都市內澇的主要原因之一,再加上地球暖化造成氣候變遷的衝擊,使得各都會地區皆面臨更大的防洪壓力,又加上傳統治水僅著重在點及線的治水,也就是著重興建各種大小型水庫及排水溝等設施,但因極端氣候的來臨常常突如其來暴雨量降臨,傳統道路及排水溝無法因應極端強降雨而造成都市的內澇,所以經常性會產生大面積區域因排水性不良的瞬間積水甚至大面積淹水,傳統治水的標準及道路建設的標準及觀念已經不能因應氣候變遷所需。 Since ancient times, soil has the function of collecting and retaining water. However, due to the continuous progress and expansion of the city, and the massive construction of various man-made facilities, the road area continues to increase, resulting in the gradual loss of the original water retention capacity of the catchment area, and resulting in a substantial increase in surface runoff. Surface runoff is also one of the main causes of urban waterlogging. Coupled with the impact of climate change caused by global warming, all metropolitan areas are facing greater pressure on flood control. In addition, traditional water control only focuses on point and line water control. , that is, focusing on the construction of various large and small reservoirs and drainage ditches and other facilities, but due to the advent of extreme weather, heavy rainfall often comes suddenly, and traditional roads and drainage ditches cannot cope with extreme heavy rainfall and cause urban waterlogging, so large areas are often generated. Due to the instantaneous water accumulation or even large-scale flooding in the area due to poor drainage, the traditional standards for water control and the standards and concepts of road construction can no longer meet the needs of climate change.

而一般的傳統道路,對於生態功能而言,傳統道路阻絕了水、空氣於地面上與地底下自然循環,造成道路區域地下形成缺水、缺氧 的「生態沙漠」;且傳統道路為因應重車行走,必須夯實路基並設置排水溝,因此道路的路基不能夠含水且無法儲水的缺點,因此傳統道路無論是一般道路或是透水鋪面道路,或是高乘載高流量公路都必須夯實路基,封閉路床防止雨水進入路床或路基,避免造成路基泡水軟化坍塌凹陷,造成公安人命損傷。 For general traditional roads, for ecological functions, traditional roads block the natural circulation of water and air on the ground and underground, resulting in water shortage and oxygen deficiency in the underground area of the road area. In addition, the traditional road must be compacted and set up with drainage ditches in order to cope with the walking of heavy vehicles. Therefore, the roadbed of the road cannot contain water and cannot store water. Therefore, whether the traditional road is a general road or a permeable pavement road, Or high-load and high-traffic highways must consolidate the roadbed, seal the roadbed to prevent rainwater from entering the roadbed or roadbed, and avoid causing the roadbed to soak in water to soften, collapse, and sag, causing damage to public security.

因此傳統透水鋪面路面可說是非常防範雨水入滲路床及路基,也因此興建道路標準嚴格規定要求必須夯實路基,不能允許雨水入滲路基,因此必須設置排水設施將雨水經由排水溝排掉,無法留住珍貴的水資源甚是可惜。故設計一種具透水性且地下建構有高強度儲水空間築體的新形態道路,來改善傳統道路如此浪費水資源且又不能作為保水的窘境。 Therefore, the traditional permeable pavement can be said to prevent rainwater from infiltrating the roadbed and subgrade. Therefore, the road construction standards strictly stipulate that the subgrade must be compacted, and the rainwater cannot be allowed to infiltrate the subgrade. Therefore, drainage facilities must be installed to drain the rainwater through the drainage ditch. It is a pity that precious water resources cannot be preserved. Therefore, a new type of road with permeable water and underground structure with high-strength water storage space is designed to improve the dilemma that traditional roads waste water resources and cannot be used for water conservation.

傳統道路於透水功能及地下儲水功能上,該傳統道路不能全面透水,也不能全面儲水,更會造成大量表面逕流,也是造成都市內澇的主要原因。 In terms of water permeability and underground water storage function, traditional roads cannot fully penetrate and store water, and will cause a large amount of surface runoff, which is also the main reason for urban waterlogging.

因此,為對抗地球暖化減輕環境負荷及其造成的負面衝擊,如德國、美國推動的低衝擊開發(Low Impact Development,LID)技術,也就是目前台灣跟中國大陸推動的海綿城市建設的來源,但很不幸的德國、美國推行低衝擊開發(簡稱LID)技術二十多年來與台灣跟大陸一樣都被質疑嚴重失敗,尤其這幾年來這幾個地方的淹水或乾旱及高溫反而愈來愈嚴重,可想而知媒體報導時有所聞。更嚴重的是其維護費用非常高,而且不永續才是其最大致命重點,而海綿城市建設構想是一種在城市中建設防洪防澇並希望能兼具有生態環保功能的新型城市都市計畫建設;比如興建透水路面以代替非透水的路面,下雨時能吸水、蓄水、滲水另外會分別在公 園、廣場設置地下儲水撲滿儲水等。希望氣候乾燥炎熱時,能釋放水氣改善熱島效應,防止地球暖化等情況,然因海綿城市建設手段技術沿襲來自於歐美低衝擊開發(簡稱LID)的做法及材料,如歐美傳統低衝擊開發(簡稱LID)技術中的透水磚透水功能與水撲滿儲水功能等,但皆不能承受重壓,更不能永續穩固牢靠而適應例如地震搖晃或地面上重車輾壓破壞,因此只能使用在人行道、公園、廣場非重車能到之處,以防止重車輾壓造成陷落而致公安疑慮。而道路兩旁仍舊需要設置排水溝以排放地表面的雨水,因此所有的城市排水溝都容易造成環境汙染,而且容易堵塞,也不容易維護乾淨清潔,且於外觀上也形成一種視覺上的不美觀。 Therefore, in order to combat global warming and reduce the environmental load and its negative impact, such as the Low Impact Development (LID) technology promoted by Germany and the United States, which is the source of the sponge city construction currently promoted by Taiwan and mainland China, But unfortunately Germany and the United States have implemented low-impact development (LID) technology for more than 20 years. Like Taiwan and the mainland, they have been questioned as a serious failure, especially in the past few years, the flooding or drought and high temperature in these places have become more and more The more serious it is, it is conceivable that media reports have heard it from time to time. What's more serious is that its maintenance cost is very high, and unsustainability is its biggest fatal point. The concept of sponge city construction is a new urban urban plan that builds flood control and waterlogging prevention in the city and hopes to have both ecological and environmental protection functions. Construction; for example, the construction of permeable pavement to replace non-permeable pavement, which can absorb water, store water, and seepage when it rains, and will also be separated on public roads. The gardens and squares are equipped with underground water storage tanks. It is hoped that when the climate is dry and hot, water vapor can be released to improve the heat island effect and prevent global warming. However, the technology of sponge city construction follows the practices and materials of low-impact development (LID) in Europe and the United States, such as traditional low-impact development in Europe and the United States. (LID for short) The permeable bricks in the technology have the permeable function and the water-filled water storage function, etc., but they cannot withstand heavy pressure, nor can they be durable and stable to adapt to such as earthquake shaking or heavy vehicle rolling damage on the ground, so they can only be used In sidewalks, parks, and squares where heavy vehicles can not reach, to prevent heavy vehicles from rolling over and causing collapse and causing public security concerns. However, drainage ditches still need to be set up on both sides of the road to discharge the rainwater on the ground surface. Therefore, all urban drainage ditches are easy to cause environmental pollution, and they are easy to be blocked. .

為此,因應搭配地面上各種透水鋪面設施的建構,為了有效將所導入地下的雨水能夠有效的儲存再利用,因此設計一種地上與地下串聯能夠更耐重壓,經得起數十噸或百噸重車輛反覆輾壓的高乘載道路,達成地上、地下共築結構空間的系統模板空間產生儲水排水系統,為本創作的主要動機。 For this reason, in response to 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 of ground and underground can be more resistant to heavy pressure and can withstand tens or hundreds of tons. The high-load road with repeated rolling of heavy vehicles, and the system template space that achieves the above-ground and underground co-construction structure space to generate a water storage and drainage system are the main motivations for this creation.

有鑑於此,本案創作人乃針對上述需求,加以積極研究、設計組製,開發一種具城市以「道路」為治水標的作為考量佈局治水手段,同時又耐壓及高強度的治水結構模板系統作為儲水與排水系統設計,故有本創作的產生。 In view of this, the creators of this case have actively researched and designed the organization system in response to the above needs, and developed a water control structure formwork system that takes "roads" as the water control standard in the city as a consideration for the layout of water control means, and at the same time is pressure-resistant and high-strength. Water storage and drainage system design, so this creation came into being.

本創作之主要目的,在於提供一種因應氣候變遷水資源調適系統之高強度道路,設有中空單元體經混凝土漿灌注凝固結合成地下結構空間,再於該空間上方鋪設透水鋪面或一般水泥或柏油瀝青而成,地下結 構空間不僅能埋設於地底下作為儲水、排水,成為一種人工道路路基的地下水庫兼具河流、排水溝功能,儲水後並能有效就地將水資源提供方便再抽取再利用,且為了因應地面上可能發生車輛行經而重壓及大雨的沖刷與防止水旱災害發生之機會。高承載、高強度的地下結構空間主要設有系統模板中所形成增強的混凝土支撐柱,作為增強道路高乘載及受重壓的強度,能避免重車行駛對道路造成破壞。 The main purpose of this creation is to provide a high-strength road with a water resource adjustment system in response to climate change, which is provided with a hollow unit body that is poured and solidified into an underground structure space, and then a permeable pavement or general cement or asphalt is laid above the space. Asphalt, underground The structure space can not only be buried in the ground for water storage and drainage, but also become an underground reservoir of artificial road subgrade, which also functions as a river and a drainage ditch. In response to the possibility of heavy pressure and heavy rain scouring on the ground, and the opportunity to prevent floods and droughts. The high load-bearing and high-strength underground structure space is mainly provided with reinforced concrete support columns formed in the system formwork, which is used to enhance the road's high-load and heavy-pressure strength, which can avoid damage to the road caused by heavy vehicles.

本創作之另一目的,在於提供一種因應氣候變遷水資源調適系統之高強度道路,可應用在道路、機場、公園、廣場及停車場設置,能夠更耐重壓,經得起數十噸或百噸重車輛反覆輾壓的高乘載鋪面,同時也能在地上與地下共築結構空間的一種系統模板空間儲水排水系統。 Another purpose of this creation 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 hundreds of tons. It is a high-load pavement that is repeatedly rolled by heavy vehicles, and it is also a system formwork space water storage and drainage system that can build a structural space on the ground and underground.

為達上述目的,本創作所設計之因應氣候變遷水資源調適系統之高強度道路中,設有中空單元體結構模板經混凝土漿灌注預設模板中之中空通管中凝固結合成地下結構空間,再於地下結構空間上方鋪設透水鋪面或一般水泥或柏油瀝青而成,其特徵在於:所述中空單元體至少設有一片結構模板及數個側板結合而成;該結構模板上表面設有板片,於板片上設有透孔及至少一通管,結構模板與側板結合鋪設後於結構模板通管中灌注混凝土漿,凝固後以形成具有高支撐性強度的道路地下結構空間,具有儲、排水系統之水資源調適道路。 In order to achieve the above purpose, in the high-strength road of the water resource adaptation system designed in this creation, there is a hollow unit structure formwork which is poured into the preset formwork with concrete slurry and solidified in the hollow passageway to form an underground structure space. Then, it is formed by laying permeable pavement or general cement or asphalt on the top of the underground structure space. It is characterized in that: the hollow unit body is formed by at least one structural template and several side plates; the upper surface of the structural template is provided with plates , There are through holes and at least one through pipe on the plate. After the structural formwork and the side plate are combined and laid, the concrete slurry is poured into the structural formwork through pipe. After solidification, a road underground structure space with high supporting strength is formed, with storage and drainage systems water resource adjustment path.

於一實施例,所述中空單元體,構造設有2片上、下結構模板及4片側板結合而成,其特徵在於:該上、下結構模板,上表面設有板片,於板片上設有透孔及至少一通管,於上、下結構模板其板片之周圍處設有相對應的凸榫及榫槽,使兩相鄰的單元體其上、下結構模板能相互榫 合的拼接在一起;該側板,板上設有透孔,於側緣位置設有卡扣結構,供側板快速的卡扣搭設於上、下結構模板外側,藉以搭設成為一中空體;於中空單元體外部進行混凝土漿灌注,當兩上、下結構模板對合時上、下側通管可對合成為一中空模板灌漿管道,於中空灌漿管道中灌注混凝土漿,形成具有高支撐性強度的地下結構空間系統。 In one embodiment, the hollow unit body is constructed by combining 2 upper and lower structural templates and 4 side plates. It is characterized in that: the upper and lower structural templates are provided with plates on the upper surface, and are provided on the plates. There are through holes and at least one through pipe, and corresponding tenons and tenon grooves are arranged around the plates of the upper and lower structural formwork, so that the upper and lower structural formwork of two adjacent units can tenon each other. The side plate is provided with through holes on the plate, and a buckle structure is arranged at the side edge position, 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; in the hollow body Concrete grout is poured on the outside of the unit body. When the two upper and lower structural formwork are aligned, the upper and lower side pipes can be combined into a hollow formwork grouting pipe, and concrete grout is poured into the hollow grouting pipe to form a high supporting strength. Underground structural space system.

於另一實施例,於所述中空單元體外部包覆不織布而進行回填泥土或混凝土漿灌注。 In another embodiment, the outside of the hollow unit body is covered with non-woven fabric for backfilling with soil or concrete slurry.

本創作之有效增益在於;當路面大量降雨時,則可透過各種透水鋪面或透水管而收集雨水導入地下,再由地底下所埋設的高強度結構模板構造空間進一步儲存,不僅能有效防止地表發生水災的機會,並亦可作為回補地下水資源,將雨水儲存回收以利後續再利用。 The effective gain of this creation is that when there is a lot of rainfall on the road, the rainwater can be collected through various permeable pavements or permeable pipes and introduced into the ground, and then further stored in the high-strength structural formwork structure space buried under the ground, which can not only effectively prevent the occurrence of surface damage It can also be used to replenish groundwater resources and store and recycle rainwater for subsequent reuse.

本創作之其他特點及具體實施例可於以下配合附圖之詳細說明中,進一步瞭解。 Other features and specific embodiments of the present invention can be further understood in the following detailed description in conjunction with the accompanying drawings.

10:透水鋪面 10: Permeable pavement

10a:透水管 10a: Permeable pipe

20:碎石級配 20: Gravel Grading

21:沙層 21: Sand Layer

22:混凝土 22: Concrete

30:地下結構空間 30: Underground structure space

30a:中空單元體 30a: hollow unit body

30b:不織布 30b: Non-woven

301:透孔 301: Through hole

302:混凝土漿 302: Concrete grout

31:結構模板 31: Structural Template

31a:上結構模板 31a: Upper structure template

31b:下結構模板 31b: Lower Structural Template

311:透孔 311: Through hole

312:板片 312: Plate

313:凹陷部 313: Depression

314:中空管柱 314: Hollow String

317:凸榫 317: Tenon

318:榫槽 318: Tongue and groove

319:扣槽 319: Buckle slot

32:側板 32: Side panels

321:透孔 321: Through hole

322:卡勾 322: hook

33:通管 33: Through the tube

34:鋼筋 34: Rebar

35:管道 35: Pipes

36:溢水孔 36: Overflow hole

37:抽水設備 37: Pumping Equipment

第1圖為本創作高強度道路剖面示意圖。 Figure 1 is a schematic diagram of the cross-section of the high-strength road created.

第2圖為本創作局部構造放大示意圖。 Figure 2 is an enlarged schematic diagram of the partial structure of the creation.

第3圖為本創作中空單元體構造分解示意圖。 Figure 3 is an exploded schematic diagram of the hollow unit structure of the creation.

第4圖為本創作第3圖組合後立體外觀圖。 Figure 4 is a three-dimensional appearance view after the combination of Figure 3 of the creation.

第4a圖為本創作第4圖之局部構造放大示意圖。 Figure 4a is an enlarged schematic diagram of the partial structure of Figure 4.

第5圖為本創作結構模板相互搭接延伸示意圖。 Figure 5 is a schematic diagram of the overlapping extension of the creation structure templates.

第5a圖為本創作第5圖之局部構造放大示意圖。 Figure 5a is an enlarged schematic diagram of the partial structure of Figure 5.

第6圖為本創作通管中灌漿作業前上方鋪設不織布示意圖。 Figure 6 is a schematic diagram of laying non-woven fabric on the upper part of the creation pipe before the grouting operation.

第7圖為本創作結構模板於通管旁設中空管柱示意圖。 Figure 7 is a schematic diagram of creating a structural template with a hollow pipe column beside the pipe.

第8圖為本創作與透水柏油路面結合之示意圖。 Figure 8 is a schematic diagram of the combination of the creation and the permeable asphalt pavement.

第9圖為本創作通管中灌注混凝土漿完成高強度道路結構示意圖。 Figure 9 is a schematic diagram of the high-strength road structure completed by pouring concrete slurry into the tunnel.

第10圖為本創作地下空間進行排水示意圖。 Figure 10 is a schematic diagram of the drainage of the underground space of the creation.

第11圖為本創作將中空單元體採上下疊設方式將通管串聯後預備灌注混凝土漿作業示意圖。 Fig. 11 is a schematic diagram of the work of preparing the concrete slurry for pouring the hollow unit body in a way of stacking up and down to connect the pipes in series.

第12圖為本創作上層中空單元體構造分解示意圖。 Figure 12 is an exploded schematic diagram of the structure of the upper hollow unit body of the creation.

第13圖為本創作中空單元體結構模板下襯設側板示意圖。 Figure 13 is a schematic diagram of the side plate lining under the hollow unit structure template of the creation.

請參第1、2圖所示,本創作之因應氣候變遷水資源調適系統之高強度道路,設有中空單元體30a經混凝土漿灌注凝固結合成地下結構空間30,再於結構空間上方鋪設透水鋪面10而成。該透水鋪面10其中一種為本案創作人早年所設計具有透水管10a或鑽孔洞形成透水孔的透水鋪面結構,可快速導入地面雨水儲存於本案高支撐性強度的地下結構空間儲、排水系統中。 Please refer to Figures 1 and 2. The high-strength road of the water resource adaptation system in response to climate change in this creation is provided with a hollow unit body 30a which is poured and solidified by concrete slurry to form an underground structure space 30, and then a permeable structure is laid above the structure space. Pavement 10 is made. One of the permeable pavements 10 is a permeable pavement structure with permeable pipes 10a or permeable holes formed by permeable holes designed by the creator of this case in the early years, which can quickly introduce ground rainwater and store it in the underground structure space storage and drainage system with high supporting strength in this case. .

於本實施例,該透水鋪面10下方鋪設有碎石級配20,可快速接受路面經由透水鋪面10下滲的雨水,進入地下空間30系統設備中防止內澇產生。 In this embodiment, the permeable pavement 10 is paved with gravel gradation 20, which can quickly receive rainwater seeping through the permeable pavement 10 and enter the underground space 30 system equipment to prevent waterlogging.

請參第3、4及4a圖所示,本創作實施例該中空單元體30a設有一片結構模板31及數個側板32結合而成;該結構模板31上表面設有板片312,於板片312上設有透孔311及至少一通管33,板片312上設有凹陷部313, 結構模板31與側板32結合成一中空單元體,鋪設於路基後於通管33中灌注混凝土漿,凝固後以形成具有高支撐性強度的地下結構空間系統。 Please refer to Figures 3, 4 and 4a, the hollow unit body 30a is formed by combining a structural template 31 and a plurality of side plates 32 in this embodiment of the invention; the upper surface of the structural template 31 is provided with a plate 312, which is on the plate The plate 312 is provided with a through hole 311 and at least one through-pipe 33, and the plate 312 is provided with a concave portion 313. The structural formwork 31 and the side plate 32 are combined to form a hollow unit body, which is laid on the roadbed and poured with concrete slurry in the through pipe 33, and then solidified to form an underground structural space system with high supporting strength.

請參第5、5a、6圖所示,於結構模板31其板片312之周圍處更設有數個相對應之凸榫317及榫槽318,使兩相鄰之中空單元體其結構模板31相互榫合的拼接在一起。 Please refer to Figs. 5, 5a and 6, there are several corresponding tenons 317 and tenon grooves 318 around the plate 312 of the structural formwork 31, so that the structural formwork 31 of the two adjacent hollow units is formed. spliced together.

請參第3圖所示,該側板32,板上設有透孔321,提供中空單元體30a側面入水,同時對應於結構模板31設有該扣槽319側緣位置,為設有卡扣結構,本圖實施例卡扣結構設計為卡勾322,可供側板32快速的卡扣搭設於各單元體30a的結構模板31外側,藉以組成一中空體結構。 Please refer to FIG. 3 , the side plate 32 is provided with through holes 321 to provide water entry from the side of the hollow unit 30a, and at the same time corresponding to the position of the side edge of the buckle groove 319 corresponding to the structural template 31, it is provided with a buckle structure. , the buckle structure in the embodiment of this figure is designed as a hook 322, which can be quickly buckled for the side plate 32 to be attached to the outer side of the structural template 31 of each unit body 30a, thereby forming a hollow body structure.

請參第7圖所示,該結構模板31構造除中央設有一通管33,並可於通管33周緣再設有4支中空管柱314。該通管33或中空管柱314較佳為設計成具錐度的內壁,同時於結構模板31各中空管柱314之端部可襯設側板32,使當面對不平整底面或是容易軟陷的底面時,將需要加以鋪襯(如第13圖所示),相互結合嵌固定位後,於側邊再提供側板32的搭接扣合。 Referring to FIG. 7 , the structural formwork 31 has a through-pipe 33 in the center, and four hollow tubular columns 314 can be disposed on the periphery of the through-pipe 33 . The through-pipe 33 or the hollow tubular column 314 is preferably designed to have a tapered inner wall. At the same time, the end of each hollow tubular column 314 of the structural template 31 can be lined with side plates 32, so that when facing the uneven bottom surface or When the bottom surface is prone to sagging, lining (as shown in FIG. 13 ) will be required, and after they are combined with each other and fixed in place, the side panels 32 are provided with lap joints on the sides.

請參第6、8、9圖所示,當本創作於組合成中空單元體30a,於結構模板31上設有通管33成為一中空模板灌漿管道,於通管33或中空管柱314下方則選擇性視情況鋪設沙層21,且於沙層21下也將視需要選擇以混凝土層22做打底,該中空灌漿管道的通管33其中視需要選擇也能施放鋼筋34(如第8圖所示),而整個搭組多數個中空單元體30a結構體於該通管33灌注混凝土漿時,一體成形於外部包覆不織布30b後循著透孔301灌注入混凝土漿302,因此當混凝土凝結後,該中空灌漿管道內所凝固成的混凝土支撐柱,將可凝固成一高強度築體,形成類似房屋結構的柱體結構一般;以塑造形 成如地底水庫一般堅固的築體設施,建構埋設於地底下,更耐於受到地震的搖晃衝擊及大型重車輾壓而不受路面塌陷損壞,易於維持路面平坦。 Please refer to Figures 6, 8 and 9. When the present invention is assembled into a hollow unit body 30a, a through pipe 33 is provided on the structural formwork 31 to form a hollow formwork grouting pipe, and the through pipe 33 or the hollow pipe column 314 Below, the sand layer 21 is selectively laid according to the situation, and the concrete layer 22 will also be selected as the bottom layer under the sand layer 21 as needed. 8), and the whole stack is composed of a plurality of hollow unit bodies 30a when pouring concrete slurry into the through pipe 33, it is integrally formed on the outer covering non-woven fabric 30b and then poured into the concrete slurry 302 along the through holes 301, so when the After the concrete is solidified, the concrete support column solidified in the hollow grouting pipe will be solidified into a high-strength building body, forming a general column structure similar to a house structure; As a solid building facility like an underground reservoir, the structure is buried underground, which is more resistant to the shaking and impact of earthquakes and rolling by large heavy vehicles, and is not damaged by road collapse, and it is easy to maintain the road surface flat.

值得一提的是,該中空儲水單元體30a內部,更能預先穿設有管道35,以方便相關供水、排水、電線、電話線、有線電視光纖電纜等管線的穿線配設。 It is worth mentioning that the inside of the hollow water storage unit 30a can be pre-pierced with pipes 35 to facilitate the threading and arrangement of relevant pipelines such as water supply, drainage, electric wires, telephone lines, and cable television optical cables.

再請參9圖所示,本創作之因應氣候變遷水資源調適系統之高強度道路,設有中空單元體30a經混凝土漿灌注凝固結合成地下空間30,再於儲水空間上方鋪設透水鋪面10或一般水泥或柏油瀝青而成。其中鋪面10當採用透水柏油鋪設成的透水鋪面路面,雨水除了經由透水鋪面下滲排除積水,如此達到雨水的收集以便可利用抽水設備37抽出再利用(如第1圖所示)。 Please refer to Fig. 9 again, the high-strength road of the water resource adjustment system in response to climate change in this creation is provided with a hollow unit body 30a which is poured and solidified by concrete slurry to form an underground space 30, and then a permeable pavement 10 is laid above the water storage space. Or general cement or asphalt. Wherein the pavement 10 adopts the permeable pavement pavement paved with permeable asphalt, and the rainwater in addition to infiltrating the permeable pavement to remove the accumulated water, so as to achieve the collection of rainwater so that it can be extracted and reused by the pumping equipment 37 (as shown in Figure 1).

再請參10圖所示,而本創作路面下結構空間所述的排水功能,則是依排水需求規劃或是任何於靠近河道側,設置溢水孔36連通於本創作地下空間30與河道間,透過路面下滲的雨水高度達溢水孔36時直接排出,成為路面下的排水溝一樣功能。 Please refer to Figure 10 again, and the drainage function described in the structure space under the pavement in this creation is planned according to the drainage needs or anywhere near the river, and an overflow hole 36 is set to connect between the underground space 30 and the river in this creation. When the rainwater seeping through the road surface reaches the overflow hole 36, it will be discharged directly, and it will function like a drainage ditch under the road surface.

再請參11、12圖所示,本創作另一實施例之因應氣候變遷水資源調適系統之高強度道路,當要增加路面下高強度結構空間儲、排水時,便能將本案的中空單元體結構模板進行上下堆疊,而且使中空單元體30a其中的結構模板31內通管33串聯成一灌注混凝土漿的模板通道,進行灌注後混凝土凝固成混凝土支撐柱,外面仍保有系統模板保護混凝土支撐柱受水侵蝕,同時也保護混凝土防止其氧化而老化,成為更深更大的道路下方空間高強度的地下水資源調適結構空間。 Please refer to Figures 11 and 12 again. Another embodiment of the present invention is the high-strength road of the climate change water resource adaptation system. When the storage and drainage of the high-strength structural space under the road is to be increased, the hollow unit of this case can be replaced. The body structure formwork is stacked up and down, and the internal pipes 33 of the structural formwork 31 in the hollow unit body 30a 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 outside still retains the system template to protect the concrete support column. Affected by water, it also protects the concrete from oxidation and aging, and becomes a high-strength groundwater resource adjustment structure space for the deeper and larger space under the road.

如第12圖所示,本創作不同的實施例下該中空單元體30a,改變為由2片結構模板,包含上結構模板31a及下結構模板31b與4片側板32結合而成;當組合時,使構造相同兩個該上結構模板31a及下結構模板31b呈上、下相互對稱對合堆疊,而4片側板32扣合於上結構模板31a、下結構模板31b的四周邊緣,以搭設成為一具空間的中空體。 As shown in FIG. 12, the hollow unit body 30a in different embodiments of the present invention is changed to be composed of two structural templates, including an upper structural template 31a and a lower structural template 31b combined with four side plates 32; when combined , so that the two upper structural formwork 31a and the lower structural formwork 31b with the same structure are stacked symmetrically with each other up and down, and the four side plates 32 are buckled on the surrounding edges of the upper structural formwork 31a and the lower structural formwork 31b, so as to be erected as A hollow body with space.

本創作所設計的路面下具有高乘載、高強度的耐壓空間同時可提供具儲水、排水系統,進而可達到較短時間大面積的儲水與排水效果,具有防範地區淹水、旱災發生的機會,也同時提供雨水慢慢下滲至地底土壤層以回補地下水資源,如此即可獲得使地面上一短時間有效快速排水並可回收雨水及補充地下水之功能。 The pavement designed in this project has a high-load, high-strength pressure-resistant space and can also provide a water storage and drainage system, which can achieve the effect of large-scale water storage and drainage in a short period of time, and can prevent flooding and drought in the area. At the same time, it also provides rainwater slowly infiltrating into the subsoil layer to replenish groundwater resources, so that the function of effective and rapid drainage on the ground in a short period of time can be obtained, rainwater can be recycled and groundwater replenishment.

由上可知,本創作之因應氣候變遷水資源調適系統之高強度道路具有如下實用優點: It can be seen from the above that the high-intensity road of the water resource adaptation system in response to climate change has the following practical advantages:

1、提供道路為中空又高乘載、高強度結構型的地下空間,作為儲水、排水防災系統,類似人工地下水庫、水道設施,於雨水汛期方便自動蓄水防災,更能以簡便的抽水設備提供地面上後續雨水反覆再利用、反覆再循環之環保效益,以達到充份儲水以及回收雨水資源再利用之功效。 1. Provide a hollow, high-load, high-strength structural underground space as a water storage, drainage and disaster prevention system, similar to artificial underground reservoirs and waterway facilities. It is convenient for automatic water storage and disaster prevention in rainy flood seasons, and it can be pumped easily. The equipment provides the environmental benefits of repeated reuse and repeated recycling of rainwater on the ground, so as to achieve sufficient water storage and the effect of recycling rainwater resources for reuse.

2、利用一種結構性模板形式所拼組成的地下結構空間,不僅具有高空隙率與高支撐性,且質地輕、體積小以及再利用性高等多重特質,能夠使在施工方面更加方便、快速,可減少施工期、降低成本、同時亦具環保功效。 2. The underground structure space composed of a structural formwork form not only has high void ratio and high support, but also has multiple characteristics of light texture, small volume and high reusability, which can make the construction more convenient and fast. It can reduce the construction period, reduce costs, and also have environmental protection effects.

3.改善傳統道路與水利建設的不協調及防災與水資源調 適,更可化解水旱災發生的機會,與傳統道路容易坍塌的公安事件發生。 3. Improve the inconsistency between traditional roads and water conservancy construction, as well as disaster prevention and water resources allocation It is more suitable to resolve the chance of floods and droughts, and the occurrence of public security incidents where traditional roads are prone to collapse.

4、改善地表逕流量,降低水、旱災害發生之機會,同時亦可回補地下水資源,不僅能達到基地保水目的,更可打造一種確實有效的海綿城市生態環境。 4. Improve surface runoff, reduce the chance of water and drought disasters, and at the same time replenish groundwater resources, not only to achieve the purpose of water conservation at the base, but also to create an effective sponge city ecological environment.

5、改進了傳統道路必須夯實路基阻絕水、空氣於地上地下無法自然循環的缺點,提供一種更注重防災與環境生態的設施。 5. The shortcomings of traditional roads, which must be rammed to block water and air cannot be naturally circulated on the ground and underground, are improved, and a facility that pays more attention to disaster prevention and environmental ecology is provided.

6.改善傳統水資源運用及治水以點(例如水庫)供水不易,維護困難,經費高等缺點,及線(例如排水溝)需要常常清理維護,又有惡臭,蚊蟲、蟑螂、老鼠等造成環境汙染的治水缺點。 6. Improvement of traditional water resource utilization and water control points (such as reservoirs) is not easy to supply water, maintenance is difficult, high cost, and lines (such as drains) need to be cleaned and maintained frequently, and there are odors, mosquitoes, cockroaches, mice, etc. cause environmental pollution water control shortcomings.

綜上所述,本創作以因應氣候變遷水資源調適系統之高強度道路,藉以建構一種同時兼具地下空間與高強度支撐性的水資源調適利用效益之地下儲、排水結構空間,具有產業上利用之價值,爰依法提出專利申請。 To sum up, this creation uses the high-strength road of the water resource adaptation system in response to climate change, so as to construct an underground storage and drainage structure space that has both underground space and high-strength support for water resources adaptation and utilization benefits, which has industrial advantages. For the value of utilization, a patent application shall be filed in accordance with the law.

以上所述者,僅為本創作之較佳實施例而已,當不能以此限定本創作實施之範圍;故,凡依本新型申請專利範圍及新型說明書內容所作之簡單的等效變化與修飾,皆應仍屬本新型專利涵蓋之範圍內。 The above are only preferred embodiments of the present creation, and should not limit the scope of implementation of the present creation; therefore, any simple equivalent changes and modifications made according to the scope of the patent application for this new model and the contents of the description of the new model, All should still fall within the scope of the new patent.

10:透水鋪面 10: Permeable pavement

10a:透水管 10a: Permeable pipe

20:碎石級配 20: Gravel Grading

21:沙層 21: Sand Layer

22:混凝土 22: Concrete

30:地下結構空間 30: Underground structure space

30a:中空單元體 30a: hollow unit body

302:混凝土漿 302: Concrete grout

33:通管 33: Through the tube

37:抽水設備 37: Pumping Equipment

Claims (5)

一種因應氣候變遷水資源調適系統之高強度道路,設有中空單元體結構模板經混凝土漿灌注凝固結合成地下結構空間,再於地下結構空間上方鋪設鋪面而成,其特徵在於: A high-strength road with a water resource adjustment system in response to climate change is provided with a hollow unit structure formwork which is poured and solidified into an underground structure space by concrete slurry, and then paved above the underground structure space is formed. It is characterized by: 所述中空單元體至少設有一片結構模板及數個側板結合而成;該結構模板上表面設有板片,於板片上設有透孔及至少一通管,結構模板與側板結合鋪設後於結構模板通管中灌注混凝土漿,凝固後以形成具有高支撐性強度的地下結構空間,具有儲、排水系統之水資源調適道路。 The hollow unit body is formed by at least one structural template and several side plates; the upper surface of the structural template is provided with a plate, and the plate is provided with a through hole and at least one through pipe. The structural template and the side plate are combined and laid on the structure. Concrete slurry is poured into the formwork pipe, and after solidification, an underground structure space with high supporting strength and a water resource adjustment road with storage and drainage systems is formed. 如申請專利範圍第1項所述之因應氣候變遷水資源調適系統之高強度道路,所述中空單元體該結構模板,於結構模板其板片周圍處設有相對應的凸榫及榫槽,使兩相鄰的單元體其結構模板能相互榫合的拼接在一起;該側板,板上設有透孔,於側緣位置設有卡扣結構,供側板快速的卡扣搭設於結構模板外側,藉以搭設成為一中空單元體。 According to the high-strength road of the water resource adjustment system in response to climate change as described in item 1 of the patent application scope, the hollow unit body of the structural formwork is provided with corresponding tenons and tenon grooves around the plates of the structural formwork. The structural templates of two adjacent units can be spliced together with each other; the side plate is provided with a through hole on the plate, and a buckle structure is arranged at the side edge position, so that the side plate can be quickly buckled on the outside of the structural template. , so as to form a hollow unit body. 如申請專利範圍第1項所述之因應氣候變遷水資源調適系統之高強度道路,所述中空單元體,構造設有2片上、下結構模板及4片側板結合而成。 According to the high-strength road of the water resource adjustment system in response to climate change as described in item 1 of the patent application scope, the hollow unit body is constructed with 2 upper and lower structural templates and 4 side panels combined. 如申請專利範圍第1項所述之因應氣候變遷水資源調適系統之高強度道路,其中結構模板的板片於通管周緣設有中空管柱。 According to the high-strength road of the water resource adjustment system in response to climate change as described in item 1 of the patent application scope, the plate of the structural formwork is provided with a hollow pipe column at the periphery of the through pipe. 如申請專利範圍第2項所述之因應氣候變遷水資源調適系統之高強度道路,其中該結構模板於板片頂部四周設有扣槽,且該側板於側緣位置所設的卡扣結構設為卡勾。 According to the high-strength road of the water resource adjustment system in response to climate change as described in item 2 of the scope of the patent application, wherein the structural formwork is provided with a buckle groove around the top of the plate, and the buckle structure provided at the side edge of the side plate is provided with a buckle structure. for the hook.
TW110210764U 2021-09-10 2021-09-10 High-intensity road for water resource adaptive system in response to climate change TWM621567U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023035644A1 (en) * 2021-09-10 2023-03-16 陈瑞文 High-strength road for water resource regulation system in response to climate change
TWI833115B (en) * 2021-09-10 2024-02-21 陳瑞文 High-strength path for water resources adaptation system in response to climate change

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023035644A1 (en) * 2021-09-10 2023-03-16 陈瑞文 High-strength road for water resource regulation system in response to climate change
TWI833115B (en) * 2021-09-10 2024-02-21 陳瑞文 High-strength path for water resources adaptation system in response to climate change
GB2623677A (en) * 2021-09-10 2024-04-24 Jui Wen Chen High-strength road for water resource regulation system in response to climate change

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