TWI710725B - Underground pipeline reorganization method and its structure - Google Patents
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Abstract
一種地下管線重組工法及其構造,地下管線重組工法,包含有:a.把馬路下方屬於用戶系統之地下管線分離出來;b.預先在該馬路側方設置一側溝,該地下管線藉由連接管線延伸到該側溝,在該側溝中將該連接管線延伸一備用管線,並藉該備用管線連接用戶管線,以透過該側溝來管理用戶系統之地下管線。地下管線重組構造,包含有:數個地下管線、數個用戶管線、至少一側溝(現有水溝改為濾水側溝)。藉由分離常挖與不常挖的地下管線,並將常挖之地下管線連接到側溝內備用管線,令維修工作都能透過側溝進行,使得施工過程不會影響到交通,也能替民眾節省花費,減少施工、減少廢材,運用到各地的地下公共工程,解決舊有地下管線造成的問題;藉由在側溝內的下方設置過濾層,可過濾雨水讓雨水也能被儲存,進而將水資源重複利用。An underground pipeline reorganization method and its structure. The underground pipeline reorganization method includes: a. Separate the underground pipeline belonging to the user system under the road; b. Set up a side trench on the side of the road in advance, and the underground pipeline is connected by the pipeline Extend to the side trench, extend the connecting pipeline to a spare pipeline in the side trench, and connect the user pipeline through the spare pipeline to manage the underground pipeline of the user system through the side trench. The underground pipeline reorganization structure includes: several underground pipelines, several user pipelines, and at least one side ditch (the existing water ditch is changed to a water filtration side ditch). By separating the frequently dug and infrequently dug underground pipelines, and connecting the frequently dug underground pipelines to the spare pipelines in the side ditch, the maintenance work can be carried out through the side ditch, so that the construction process will not affect the traffic and save the people. Cost, reduce construction, reduce waste materials, apply to underground public works everywhere, solve the problems caused by old underground pipelines; by setting up a filter layer below the side trench, rainwater can be filtered so that rainwater can also be stored, and then water Resource reuse.
Description
本發明係有關於一種地下管線重組工法及其構造,特別是指其將馬路下方之主幹管線(地下管線)連接到側溝的支線管線(用戶管線),可讓所有民眾需求的維修,都能透過側溝進行,既不阻礙交通,也能替民眾節省經費。The present invention relates to an underground pipeline reorganization method and its structure, especially refers to the main pipeline (underground pipeline) under the road connected to the branch pipeline (user pipeline) of the side ditch. The side ditch is carried out, which neither hinders traffic, but also saves money for the people.
挖馬路這個議題一直是台灣所有民眾的煩惱,人家說「路無三里平」,其中最大的原因在於一直沿用舊有地下管線工法與配置方式,每當用戶要接管線設備時,需要挖馬路才能使用,非常不方便,同時用戶也須付很貴的道路修補之費用,才能使道路平整。且在施工過程,常會影響交通,同時也讓工程公司需在夜間施工,擾民傷財。The issue of digging roads has always been an annoyance for all the people in Taiwan. People say that "there is no three-point road." The biggest reason is that the old underground pipeline construction methods and configuration methods have been used. It is very inconvenient to use. At the same time, users have to pay very expensive road repair fees to level the road. In addition, during the construction process, traffic is often affected, and at the same time, the construction company needs to work at night, which disturbs people and money.
以前的管線的埋設方式已經不符合現在的生活所需;以前的管線只有瓦斯、自來水,內容單純,相對容易維修,而現在的管線有台電、電信、寬頻、汙水、自來水,各個項目都有挖管溝的需求,導致現在馬路常常開挖。在民國90年代台北市的挖路次數就高達了一萬三千多次,佔台北市的道路面積也高達了整座城市的32分之1;而高雄市的挖掘次數也有4000多次;新北市開挖次數也有5000多次。而這些都是很嚴重的都市問題;因為道路挖掘時產生的交通阻塞、塵土飛揚、噪音以及空氣的汙染,在市民身上造成的心理及生理上的問題日益嚴重,對於台灣光是以社會成本而言,每個月的社會成本損失就數以億計。The burying method of the previous pipelines no longer meets the current needs of life; the previous pipelines only contained gas and tap water, which were simple in content and relatively easy to maintain, while the current pipelines include Taipower, telecommunications, broadband, sewage, and tap water, all projects have The demand for digging trenches has led to roads often being excavated. In the 1990s, the number of road excavations in Taipei City was as high as 13,000 times, and the road area in Taipei City was as high as 1/32 of the entire city; Kaohsiung City also had more than 4,000 excavations; new There are also more than 5,000 excavations in Beijing. These are very serious urban problems. The psychological and physical problems caused by traffic jams, dust, noise, and air pollution caused by road excavation are becoming more and more serious for the citizens. For Taiwan, it is only at social cost. In other words, the social cost loss every month is hundreds of millions.
有關管線的埋設方法,目前有一種叫做共同管道施工方法,主要是藉由在地面上、下方設置共同管道來容納二種以上公共設施管線之構造物及其排水、通風、照明、通訊、電力或有關安全監視(測)系統等之各種設施。Regarding the method of burying pipelines, there is currently a method called common pipeline construction, which mainly uses common pipelines on the ground and below to accommodate two or more public facilities pipeline structures and their drainage, ventilation, lighting, communications, electricity or Various facilities related to security monitoring (testing) systems.
以下說明共同管道施工方法:The following describes the common pipeline construction method:
一、明挖工法:以明挖工法建造四方形的共同管道,明挖工法是使用在道路的地下障礙物少之工法,由地上直接進行挖掘推進。1. Open-cut construction method: The square-shaped common pipeline is constructed by the open-cut construction method. The open-cut construction method is a construction method that uses less underground obstacles on the road and is directly excavated from the ground.
1.開挖:開挖道路,確保共同管道施工作業空間。工程進行中一邊須確保一般車輛之通行,一邊在下方挖掘推進。1. Excavation: excavate roads to ensure common pipeline construction work space. During the project, it is necessary to ensure the passage of ordinary vehicles while digging and advancing underneath.
2.建造共同溝:構築共同管道本體。在開挖後所確保的作業空間中,以鋼筋混凝土建造共同管道。2. Build a common trench: build a common pipeline body. In the work space secured after the excavation, a common pipeline is constructed with reinforced concrete.
3.回填、路面修復:共同管道本體完成後,將地下的作業空間以砂土進行回填。回填完成後進行道 路復原,如此則共同管道工程完了。3. Backfilling and pavement repair: After the common pipeline body is completed, the underground work space is backfilled with sand. After the backfill is completed, the road is restored, and the common pipeline project is completed.
二、潛尋工法:2. Hidden search method:
說明:潛遁工法是可以在河川或是地下鐵等擁有各式各樣障礙物的道路進行施工的工 法,在道路的地下深處以潛遁機械挖掘推進。Explanation: The concealment method is a construction method that can be carried out on roads with various obstacles such as rivers or subways. The concealment machinery is used to excavate and advance deep in the road.
1.挖掘立坑,準備潛遁機械:在潛遁機出發、到達的地方建造立坑的工程,在不使地面崩塌的情況下,在地下一邊建造壁面一邊挖掘推進,開挖完成後在內部組裝潛遁機械。1. Excavate the vertical pit and prepare the dive machine: the construction of the vertical pit where the dive machine starts and arrives. Without collapsing the ground, dig and advance while building the wall underground. After the excavation is completed, the potential is assembled inside. Escape machinery.
2.隧道開挖:以潛遁機在地下進行挖掘推進。2. Tunnel excavation: excavate and advance underground with a submersible machine.
3.最後的整修:隧道開挖完成後,將潛遁機加以拆卸移除。潛遁機移除後,將隧道內部進行最後的整修。3. Final refurbishment: After the tunnel excavation is completed, the dive machine will be disassembled and removed. After the dive machine is removed, the tunnel interior will undergo final renovation.
三、凍結工法:係將軟弱地盤或含水性的地盤,施以短暫性的人為冰凍,使土壤中的水結成冰,形成「截水牆」或「耐力牆」的人為凍土,於完成主體結構物之後,使其解凍復,原靠近地下鐵車站或地下物結構時施工為避免影響工程的凍結工法。3. Freezing construction method: short-term artificial freezing is applied to weak or water-containing sites to freeze the water in the soil to form a "cut-off wall" or "endurance wall" to complete the main structure. After the object is removed, it is thawed and restored. The original construction method when it is close to the subway station or the underground structure is to avoid affecting the project.
由以上所述可知,共同管道雖然解決了一些問題,但是缺點是不能夠像本發明地下管線之重組工法一樣能覆蓋到全台灣的馬路以及替民眾節省花費的做法。It can be seen from the above that although the common pipeline solves some problems, its disadvantage is that it cannot cover all roads in Taiwan and save money for the public like the reconstruction method of the underground pipeline of the present invention.
綜合以上所述,舊有地下管線工法與配置方式大致分類為輸水系統、配水系統、用戶系統,其中輸水系統、配水系統這兩個系統管線比較不常維修,除非漏水,否則維修機率很低,因此可將這兩個系統維持埋設在馬路。而用戶系統則是在用戶有需求之情形下就必須開挖馬路,因此該用戶系統就必須藉由本發明地下管線重組工法及其構造分離出來。Based on the above, the old underground pipeline construction method and configuration method are roughly classified into water delivery system, water distribution system, and user system. The pipelines of the water delivery system and water distribution system are relatively infrequently repaired. Unless there is water leakage, the probability of repair is very high. Low, so these two systems can be kept buried in the road. However, the user system must dig roads when the user has a demand. Therefore, the user system must be separated by the underground pipeline reorganization method and structure of the present invention.
爰是,本發明人基於產品不斷研究創新之理念,乃本著多年從事產品設計、開發的實務經驗,以及積極潛心研發思考,經由無數次之實際測試、實驗,致有本發明之產生。The idea is that the inventor of the present invention is based on the concept of continuous product research and innovation, based on years of practical experience in product design and development, and active research and development thinking, through countless actual tests and experiments, leading to the invention of this invention.
本發明之目的,係在提供一種將馬路下方之地下管線(如配水管線)連接到側溝的備用管線(用戶管線),可讓所有民眾需求的維修,都能透過側溝進行,既不阻礙交通,也能替民眾節省經費之地下管線重組工法。The purpose of the present invention is to provide a spare pipeline (user pipeline) that connects the underground pipeline (such as the water distribution pipeline) under the road to the side ditch, so that all maintenance required by the public can be performed through the side ditch without obstructing traffic. The underground pipeline reorganization method that can also save money for the public.
為達上述之目的,本發明地下管線重組工法包含有: a.把馬路下方屬於用戶系統之地下管線分離出來;b.預先在該馬路側方設置一側溝,該地下管線藉由連接管線延伸到該側溝,在該側溝中將該連接管線延伸一備用管線,並藉該備用管線連接用戶管線,以透過該側溝來管理用戶系統之地下管線。In order to achieve the above purpose, the underground pipeline reorganization method of the present invention includes: a. Separate the underground pipeline belonging to the user system under the road; b. Set up a side trench on the side of the road in advance, and the underground pipeline is extended to In the side trench, the connecting pipeline is extended by a backup pipeline, and the backup pipeline is used to connect the user pipeline, so as to manage the underground pipeline of the user system through the side trench.
本發明之另一目的,係在提供一種將馬路下方之地下管線(如配水管線)連接到側溝的備用管線(用戶管線),可讓所有民眾需求的維修,都能透過側溝進行,既不阻礙交通,也能替民眾節省經費之地下管線重組構造。Another object of the present invention is to provide a spare pipeline (user pipeline) that connects the underground pipeline (such as the water distribution pipeline) under the road to the side ditch, so that all maintenance required by the public can be carried out through the side ditch without hindering Transportation, the underground pipeline reorganization structure that can also save money for the public.
為達上述之另一目的,本發明地下管線重組構造包含有數個地下管線、數個用戶管線、至少一側溝,其中,該數個地下管線設於馬路下方且選自用戶系統之地下管線;該數個用戶管線其一端連接到用戶;該側溝配置於馬路側方,該地下管線藉由連接管線延伸到該側溝,在該側溝中將該連接管線延伸一備用管線,並藉該備用管線連接該用戶管線之另一端,進而使該地下管線連接該用戶管線。In order to achieve the other objective mentioned above, the underground pipeline reorganization structure of the present invention includes a plurality of underground pipelines, a plurality of user pipelines, and at least one side trench, wherein the plurality of underground pipelines are set under the road and selected from the underground pipelines of the user system; One end of several user pipelines is connected to the user; the side ditch is arranged on the side of the road, the underground pipeline is extended to the side ditch by a connecting pipeline, the connecting pipeline is extended by a spare pipeline in the side ditch, and the spare pipeline is connected to the The other end of the customer pipeline, which in turn connects the underground pipeline to the customer pipeline.
藉由分離常挖與不常挖的地下管線,並將常挖之地下管線連接到側溝的備用管線(用戶管線),令維修工作都能透過側溝進行,使得施工過程不會影響到交通,也能替民眾節省花費,減少施工、減少廢材,運用到各地的地下公共工程,解決舊有地下管線造成的問題。By separating the frequently dug and infrequently dug underground pipelines and connecting the frequently dug underground pipelines to the spare pipelines (user pipelines) of the side ditch, the maintenance work can be carried out through the side ditch, so that the construction process will not affect the traffic. It can save costs for the people, reduce construction, reduce waste materials, and apply to underground public projects everywhere to solve the problems caused by old underground pipelines.
以下僅藉由具體實施例,且佐以圖式作詳細之說明。The following is only a detailed description with specific embodiments and accompanying drawings.
請參閱第1圖、第2圖所示,本發明地下管線重組工法包含有:a.將屬於用戶系統之地下管線20設置在馬路下方;b.預先在該馬路10側方設置一側溝30,該地下管線20藉由連接管線40延伸到該側溝30,在該側溝30中將該連接管線40延伸一備用管線42,並藉該備用管線42連接用戶管線50,以透過該側溝30來管理用戶系統之地下管線20。
Please refer to Figures 1 and 2, the underground pipeline reorganization method of the present invention includes: a. arranging the
於一實施例,該屬於用戶系統之地下管線20係為一電力管線21、一電信管線22、一寬頻管線23、一瓦斯管24、一自來水管25、一汙水管26。
In one embodiment, the
請參閱第2圖所示,為便於說明以及讓圖式更加清楚、明瞭,圖中地下管線20僅顯示自來水管25。於一實施例,該連接管線40係以T字形狀由地下管線20分支延伸到該側溝30,而在該側溝30中藉該備用管線42可連接數個用戶管線50,該些用戶管線50則連接到數個用戶60。
Please refer to Figure 2. For ease of description and to make the drawing more clear and clear, the
實際實施時,該用戶管線50係以每100公尺為一單元作為間隔距離。
In actual implementation, the
請再參閱第1圖、第2圖所示,而本發明地下管線重組構造包含有數個地下管線20、數個用戶管線50、二側溝30。
Please refer to FIGS. 1 and 2 again, and the underground pipeline reorganization structure of the present invention includes a plurality of
該數個地下管線20設於馬路10下方且選自用戶系統之地下管線。
The several
該數個用戶管線50其一端連接到用戶60。
One end of the plurality of
該側溝30配置於馬路10側方,該地下管線20藉由連接管線40延伸到該側溝30,在該側溝30中將該連接管線40延伸一備用管線42,並藉該備用管線42連接該用戶管線50之另一端,進而使該地下管線20連接該用戶管線50。
The
於一實施例,該用戶系統之地下管線20係為一電力管線21、一電信管線22、一寬頻管線23、一瓦斯管24、一自來水管25、一汙水管26。
In one embodiment, the
於一實施例,一部份之地下管線20與該連接管線40連接處係設有人孔蓋90以便於進行連接工作。In one embodiment, a part of the
請參閱第2圖所示,為便於說明以及讓圖式更加清楚、明瞭,圖中地下管線20僅顯示自來水管25。於一實施例,該連接管線40係以T字形狀由地下管線20分支延伸到該側溝30,而在該側溝30中藉該備用管線42可連接數個用戶管線50,該些用戶管線50則連接到數個用戶60。Please refer to Figure 2. For ease of description and to make the drawing more clear and clear, the
請參閱第3圖所示,於一實施例,該側溝30中所連接之該連接管線40、該用戶管線50係於該側溝30中以多層垂直狀排列。Please refer to FIG. 3, in one embodiment, the connecting
據此,可利於在該側溝30來管理用戶系統之地下管線20。Accordingly, it is advantageous to manage the
於一實施例,該側溝30內的下方設置一過濾層70,可過濾雨水讓雨水也能被儲存,進而將水資源重複利用。In one embodiment, a
於一實施例,該側溝30中所連接之該連接管線40、該用戶管線50係設於一板體80上,據此,該板體80具有分層及支撐該連接管線40、該用戶管線50之功效。In one embodiment, the connecting
於一實施例,一部份之連接管線40具有一閥開關41,用以控制該連接管線40、該用戶管線50是否連通、關閉,進而控制該地下管線20、該用戶管線50是否連通、關閉。In one embodiment, a part of the connecting
上述為本發明之各部構件及其組成方式介紹,接著再將本發明之使用實施例、特點、效益介紹如下:The foregoing is an introduction to the various components of the present invention and their composition methods, and then the use embodiments, features and benefits of the present invention are introduced as follows:
藉由分離常挖與不常挖的地下管線20,並將常挖之地下管線20連接到側溝30的備用管線42(用戶管線50),令維修工作都能透過側溝30進行,使得施工過程不會影響到交通,也能替民眾節省花費,減少施工、減少廢材,運用到各地的地下公共工程,解決舊有地下管線造成的問題。By separating the frequently dug
透過本發明地下管線重組工法及其構造,能解決的問題:The problems that can be solved through the underground pipeline reorganization method and structure of the present invention:
管線單位:Pipeline unit:
1.管線維修埋設費用節省;1. Save the cost of pipeline maintenance and burying;
2.管線汰舊換新容易;2. Easy to replace old pipelines with new ones;
3.提昇管線傳輸品質;3. Improve pipeline transmission quality;
4.延長管線服務年限;4. Extend the service life of the pipeline;
5.減少維修就減少廢材;5. Reduce waste materials if you reduce maintenance;
6.緊急狀況時能迅速處理;6. Can deal with emergency situations quickly;
7.落實管線管理制度;7. Implement pipeline management system;
8.將用戶業務與大型施工分離。8. Separate user business from large-scale construction.
道路機關:Road authorities:
1.道路維修費用節省;1. Save road maintenance costs;
2.道路使用年限增加;2. Increased road service life;
3.擴大地下空間的使用率;3. Expand the utilization rate of underground space;
4.維護道路交通安全;4. Maintain road traffic safety;
5.提高政府施政形象;5. Improve the image of government governance;
6.增加濾水層,水資源再利用。6. Increase the filter layer and reuse water resources.
社會大眾:Community:
1.減少挖路,提昇生活品質;1. Reduce road digging and improve the quality of life;
2.一般住戶影響變少;2. Less impact on general households;
3.改善都市景觀;3. Improve the urban landscape;
4.促進交通順暢,降低行車成本;4. Promote smooth traffic and reduce driving costs;
5.民眾只需負擔少量管線費與施工費。5. The public only needs to bear a small amount of pipeline and construction fees.
以上為本案所舉之實施例,僅為便於說明而設,當不能以此限制本案之意義,即大凡依所列申請專利範圍所為之各種變換設計,均應包含在本案之專利範圍中。The above examples of this case are provided for the convenience of explanation only, and should not be used to limit the meaning of this case, that is, all the various design changes made in accordance with the scope of the listed patent applications should be included in the scope of patents of this case.
10:馬路10: Road
20:地下管線20: Underground pipeline
21:電力管線 21: Power pipeline
22:電信管線22: Telecommunications pipeline
23:寬頻管線23: Broadband pipeline
24:瓦斯管 24: Gas tube
25:自來水管25: water pipe
26:汙水管26: sewage pipe
30:側溝 30: Side groove
40:連接管線40: Connect the pipeline
41:閥開關41: Valve switch
42:備用管線 42: Spare pipeline
50:用戶管線50: User pipeline
60:個用戶60: users
70:過濾層 70: filter layer
80:板體80: Board body
90:人孔蓋 90: manhole cover
第1圖係本發明之構成示意圖。 第2圖係本發明以自來水管做說明之構成示意圖。 第3圖係本發明側溝之構造示意圖。 Figure 1 is a schematic diagram of the structure of the present invention. Figure 2 is a schematic diagram illustrating the structure of the present invention with a water pipe. Figure 3 is a schematic diagram of the structure of the side groove of the present invention.
10:馬路 10: Road
20:地下管線 20: Underground pipeline
21:電力管線 21: Power pipeline
22:電信管線 22: Telecommunications pipeline
23:寬頻管線 23: Broadband pipeline
24:瓦斯管 24: Gas tube
25:自來水管 25: water pipe
26:汙水管 26: sewage pipe
30:側溝 30: Side groove
40:連接管線 40: Connect the pipeline
41:閥開關 41: Valve switch
42:備用管線 42: Spare pipeline
50:用戶管線 50: User pipeline
60:個用戶 60: users
90:人孔蓋 90: manhole cover
Claims (7)
Priority Applications (1)
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TW109104619A TWI710725B (en) | 2020-02-14 | 2020-02-14 | Underground pipeline reorganization method and its structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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TW109104619A TWI710725B (en) | 2020-02-14 | 2020-02-14 | Underground pipeline reorganization method and its structure |
Publications (2)
Publication Number | Publication Date |
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TWI710725B true TWI710725B (en) | 2020-11-21 |
TW202130936A TW202130936A (en) | 2021-08-16 |
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TW109104619A TWI710725B (en) | 2020-02-14 | 2020-02-14 | Underground pipeline reorganization method and its structure |
Country Status (1)
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TW (1) | TWI710725B (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0988105A (en) * | 1995-09-20 | 1997-03-31 | Kajima Corp | Excavation method for underground structure |
CN202247950U (en) * | 2011-08-31 | 2012-05-30 | 沈阳市政地铁管片有限公司 | Quadrate culvert member |
-
2020
- 2020-02-14 TW TW109104619A patent/TWI710725B/en active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0988105A (en) * | 1995-09-20 | 1997-03-31 | Kajima Corp | Excavation method for underground structure |
CN202247950U (en) * | 2011-08-31 | 2012-05-30 | 沈阳市政地铁管片有限公司 | Quadrate culvert member |
Non-Patent Citations (1)
Title |
---|
廖英圻,台灣污水下水道用戶接管模式選用之比較,中興大學環境工程學系碩士論文,2017/08/19 * |
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