TW571015B - Manhole structures, cut-off flexible fittings for manhole structures and construction methods of manhole structures - Google Patents
Manhole structures, cut-off flexible fittings for manhole structures and construction methods of manhole structures Download PDFInfo
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- TW571015B TW571015B TW091115280A TW91115280A TW571015B TW 571015 B TW571015 B TW 571015B TW 091115280 A TW091115280 A TW 091115280A TW 91115280 A TW91115280 A TW 91115280A TW 571015 B TW571015 B TW 571015B
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
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Abstract
Description
571015571015
本發明係關於人孔壁與下水洁;^ 甘拉人加八〜m 艰道官之接合部分的結構及 ,、接a. 口P刀所用之人孔用止水可择 — · 發明所屬之技術領域 j 〇 i n t)特別關於以推進施工法之、、曰 々,w从碰扣I 成之此减土製的人孔結構所用 之人孔結構用止水可撓性接頭。 從來之技術 以推進施工法所用之人孔結構有如圖丨3所示之結構。 圖1 3係從來之推it施工法的A孔結構之縱斷面圖。 如圖13所示,從來之人孔結構41係以推進施工法,首 先在推進、到達之兩方開挖豎坑(sf42 ,其次從豎坑 42 2 :橫鑽探(boring)機械一面開挖一面以千斤頂使 道官專之管43推入。 、一並且/以從來之推進施工法,如圖丨3所示,在使下水 迢g之官4 3推進敷設之豎坑4 2内組立模板,使混凝土澆進 模板内,以形成人孔壁44,加以構築人孔結構41。 開挖豎坑時之擋土牆,為保持最小作業範圍,一般係 =用鋼管。因此,在形成人孔壁44時,其套筒(casing)鋼 官成為外模板。先前所敷設之管43係埋入人孔壁44之混 凝土内。 發明所欲解決之課題 ’此種人孔結構4 1之場合,人孔壁4 4與下水道管等 1 f之接合部分係成為剛性接合(r i g i d j 〇 i n t),由在 地日寸等之地盤的不均等下沈,致使人孔壁4 4與管4 3之接 合部分破損。The present invention relates to the structure of manhole walls and sewage; ^ The structure of the joint part of the Ganla people plus eight to m, and the connection of the a. Mouth P knife for the water stop of the manhole can be selected-· The invention belongs to The technical field (j oint) particularly relates to a water-stopping flexible joint for a manhole structure used for the manhole structure made of this reduced earth by the push-in construction method. The manhole structure used in the conventional technology to advance the construction method has the structure shown in Figure 丨 3. Figure 13 is a longitudinal section view of the A-hole structure from the it construction method. As shown in FIG. 13, the manhole structure 41 is driven by the advancing construction method. Firstly, the vertical pit (sf42) is excavated on both sides of the advancement and arrival. Secondly, the vertical pit 42 2 is excavated on one side of the horizontal drilling (boring) machine. The jack 43 is used to push in the official tube 43. First, and / or to advance the construction method, as shown in Figure 丨 3, form a template in the vertical pit 4 2 to advance the laying of the official 4 3, Concrete is poured into the formwork to form a manhole wall 44 and a manhole structure 41 is constructed. The retaining wall when the vertical pit is excavated, in order to maintain the minimum working range, generally = steel pipes are used. Therefore, the manhole wall is formed. At 4:00, its casing steel official became the outer formwork. The previously laid pipe 43 was buried in the concrete of the manhole wall 44. The problem to be solved by the invention 'this manhole structure 41 The joint portion of the hole wall 4 4 and the sewer pipe 1 f is a rigid joint (rigid joint), and the uneven portion of the site such as the ground and the sun sinks, resulting in the joint portion of the manhole wall 4 4 and the pipe 43. damaged.
^/1015 ^/1015 t號 91115280 五、發明說明(2) 修正 管的垃人明之課題係使在現場洗置的混凝土製之人孔壁與 η:以人孔用止水可撓性接頭⑴-me】一)可 管ϋ二Α接合之人孔結構,能防止在地震時等人孔壁與 吕之接合部的破損。 構用m發明之課題係使人孔與管之接合,由人孔結^ / 1015 ^ / 1015 t No. 91115280 V. Description of the invention (2) The problem of the waste pipe of the correction pipe is the concrete manhole wall washed at the site and η: water-proof flexible joint for manholes⑴ -me] a) The manhole structure that can be connected to the two A's can prevent damage to the junction between the manhole wall and Lu Zhi during an earthquake. The problem of constructing the invention of m is to join the manhole with the tube,
Uii: ΐ接頭以得柔軟結合之人孔結構,能防止在 =時專人孔與管之接合部的破損。 解決課題之手段 本發明係人孔鱼營技彳金 性接頭,上述人孔結構用止水人孔結構用止水可挽 狀體與在i述筒狀體 ^性接頭係具有剛性之筒 體係由能吸收上述筒狀體盘=可撓體,上述筒狀可撓 構成’上述筒狀可撓體之:小f:之間的變位之彈性體所 及上述管,上述筒狀體之;;:::係固定於上述筒狀體 定,係關於此種人孔結構,孔壁用充填劑加以固 水可撓性接頭及人孔結構的施工構所用人孔結構用止 本發明者係為使現場、达 道管等之管的接合部可:柔軟=疑土製之人孔壁與下水 加以檢討。 ^ 〜& ’試作種種人孔結構, 其結果,本發明者係發 撓性接頭,可取得推進施3用所定人孔用止水可 孔壁的接合部成為柔軟性結:::與:場洗置混凝土之人 明。 人孔、、告構,以導致本發Uii: The manhole structure of the joint is soft and can prevent the joint of the manhole and the tube from being damaged at the moment. Means for Solving the Problem The present invention relates to a manhole fish camp technology gold joint. The waterstop for the manhole structure and the waterstopperable body for the manhole structure and the cylindrical joint of the above-mentioned cylindrical body are rigid cylinder systems. It is composed of an elastic body capable of absorbing the above-mentioned cylindrical disk = flexible body, the above-mentioned cylindrical flexible body, the small f: displacement between the small f: and the tube, and the above-mentioned cylindrical body; ; ::: It is fixed to the above-mentioned cylindrical body. It is about this type of manhole structure, and the wall of the hole is filled with filler with solid water-flexible joints and manhole structure. In order to make the joints of the pipes on the site and the Dadao pipe: soft = suspected manhole wall and launching water to review. ^ ~ &Amp; 'A variety of manhole structures were trialed. As a result, the inventors made flexible joints, and the joints of the water-stopperable hole walls for manholes specified for the advancement of application 3 became flexible knots :: and: The person washing concrete in the field is clear. Manhole
571015 1號91]1議 五、發明說明(3) 仏年//月工/ a 修正 並且,本發明者為使現成之組立 二接合部成為柔軟性結合,試作種種之人孔結。,二 性接T,果可取本Λ明推者Λ現藉由使用所定人孔用止水可挽 权合之人孔結構,以導致本發明。 ρ成為柔 壯骑關於Λ發明之人孔用止水可撓性接頭係具有剛性之, -、此筒狀體之内側的筒狀可撓體,此间 弹性體所形成。 」撓體係由 關於本發明之筒狀可撓體係連結剛性之筒 間,具有吸收此等變位之作用。 /、e之 該接頭係適用於現場澆置混凝土製人 等之人孔壁與管的接合部之人孔用止水可換)生= 關於本發明之筒狀體係使混凝土等 並且,關於本發明之筒狀體係使水泥砂漿混凝土 (mortar concrete)等之人孔壁用充填劑灌 壁之削孔面與人孔結構用Α水可撓性接頭之間成$人孔壁571015 No. 1 91] 1. V. Explanation of the invention (3) Leap year // Monthly work / a Amendment In addition, the inventor tried various manhole knots in order to make the ready-made assembly two joints into a flexible combination. The second connection is T. If this is the case, the pusher Λ is now able to reverse the right manhole structure by using a predetermined manhole to stop the water, leading to the present invention. ρ becomes flexible. The water-proof flexible joint for manholes of Λ invention is rigid.-The cylindrical flexible body inside the cylindrical body is formed by the elastic body. The flexible system is connected to the rigid tube by the cylindrical flexible system of the present invention, and has the effect of absorbing these displacements. /, E This joint is suitable for pouring concrete manhole walls and pipes at the joints of manhole walls and pipes, and the manhole is water-stoppable.) = The cylindrical system of the present invention makes concrete, etc., and about this The cylindrical system of the invention makes the manhole wall between the cut surface of the filler wall filled with cement filler such as mortar concrete and the A-water flexible joint for the manhole structure.
用充填劑之隔牆,以確保筒狀體與管之間的空間T 在本發明,關於筒狀體與管之間的空間,^ ° 製之筒狀可挽體。該筒狀可撓體係具有吸收 ^ 間的變位之作用。 彳队股,、e心 依照本發明之人孔結構,在筒狀體之外周形成人孔 9710 pi fl.ptc 第9頁 571015 ___案號 91115280 生/f Μ 曰 -1 正—___ 五、發明說明(4) 壁,筒狀體與管之間由彈性體製之筒狀可撓體連結的關 係,由地震等之大規範地殼變動,在人孔與管之間,甚 至於產生不同負荷,發生相對變位之差生起位置偏離時, 筒狀可撓體可吸收該負荷及變位,能防止人孔壁與管之接 合部的破損。 並且,依照本發明之人孔結構,筒狀體之外周由人孔 壁用充填劑固定於人孔壁,人孔壁與筒狀體之間被填埋, 筒狀體與管之間由彈性體製之筒狀可撓體連結之關係,由 地震等之大規模地殼變動,在人孔與管之間,甚至於產生 不同負荷,發生相對變位之差生起位置偏離時,筒狀可撓 體可吸收該負荷及變位,能防止人孔壁與管之接合部的破 損。 為讓本發明之上述原理和其他目的、特徵和優點能更 >月颁易II,下文特舉一杈佳實施例,並配合所附圖式,作 详細說明如下: 圖式之標記說明: 1、 1 1、2 1、1 0 1人孔結構 2、 1 2、2 2人孔壁 3 、 13 、 23 管 4、1 4、2 4 豎坑 撓性接頭 5、 15、25人孔用止水可 6、 1 6、2 6筒狀體 7、 17、27筒狀可撓體The partition wall with a filler is used to ensure the space T between the cylindrical body and the tube. In the present invention, regarding the space between the cylindrical body and the tube, a cylindrical reversible body is made. The cylindrical flexible system has the effect of absorbing the displacement between the two.股 Team shares, e heart According to the manhole structure of the present invention, manholes are formed on the periphery of the cylinder 9710 pi fl.ptc Page 9 571015 ___Case No. 91115280 Health / f Μ -1 Positive —___ V. Explanation of the invention (4) The relationship between the wall, the cylindrical body and the tube is connected by a flexible tube-shaped flexible body, and the earth's crust is changed by earthquakes, and there are even different loads between the manhole and the tube. When the difference occurs in the relative displacement, the cylindrical flexible body can absorb the load and displacement, and can prevent the joint portion of the manhole wall and the tube from being damaged. In addition, according to the manhole structure of the present invention, the outer periphery of the cylindrical body is fixed to the manhole wall by a filler of the manhole wall, the space between the manhole wall and the cylindrical body is filled, and the elasticity between the cylindrical body and the tube is elastic. The relationship between the connection of the cylindrical flexible body of the system is caused by large-scale crustal changes such as earthquakes. When the position between the manhole and the pipe is different, and even the relative displacement occurs, the cylindrical flexible body deviates. The load and displacement can be absorbed, and the joint portion between the manhole wall and the tube can be prevented from being damaged. In order to make the above-mentioned principle and other objects, features and advantages of the present invention more convenient, the following is a detailed description of a preferred embodiment and the accompanying drawings, as follows: : 1, 1 1, 2 1, 1 0 1 manhole structure 2, 1 2, 2 2 manhole wall 3, 13, 23 pipe 4, 1 4, 2 4 vertical pit flexible joint 5, 15, 25 manhole With water stop can be 6, 1, 6, 2 6 cylindrical body 7, 17, 27 cylindrical flexible body
571015 _案號91115280 7工年"月>/曰_« 五、發明說明(5) 7a 、 17a 、 27a —端 7b、17b、27b 他端 8、 1 8、2 8擴張帶 9、 19、29緊壓帶 1 0、2 0、3 0套筒鋼管 1 6 a、2 6 a 突緣 16b、2 6b非加硫丁基橡膠素粘合材 1 0 2組立式人孔 103壁 10 3a削孔面 1 0 4人孔結構用可撓性接頭 1 0 5水泥砂漿混凝土 1 0 6筒狀體 107管 1 0 8筒狀可橈體 I 08a —方之端部 10 8b另一方之端部 109a 、 109b 空間 110擴張帶(expanding band) 111 緊結帶(fastening band) II 2突出部 1 1 3、11 4水膨脹性高分子樹脂 4 1人孔結構 42豎坑571015 _ Case No. 91115280 7 working years " month > / say _ «V. Description of the invention (5) 7a, 17a, 27a-end 7b, 17b, 27b other end 8, 1 8, 2 8 expansion band 9, 19 , 29 tight belt 10, 20, 30 sleeve steel pipe 1 6 a, 2 6 a flange 16b, 2 6b non-vulcanized butyl rubber compound 1 2 2 vertical manhole 103 wall 10 3a Hole-cutting surface 1 0 4 Flexible joint for manhole structure 1 0 5 Cement mortar concrete 1 0 6 Cylindrical body 107 tube 1 0 8 Cylindrical flexible body I 08a — Square end 10 8b The other end 109a, 109b space 110 expanding band 111 fastening band II 2 protrusion 1 1 3, 11 4 water-swellable polymer resin 4 1 manhole structure 42 vertical pit
9710 pi f1.ptc 第11頁 571015 修正 五、發明說明 43管 4 4人孔壁 45套筒鋼管 46 、 47間隙 3 0 1止水可掉 J規性接頭 3 0 1 a -端 3 0 2人孔 3〇2a削孔面 3 〇 3擴張帶 304管 301b另一方之端部 30 5緊結帶 較佳實施例之詳細說明 炫說明本發明之實施例。 本發明之人孔結構係使用現場打設混凝土製之人孔 外’也可使用現成之組立式人孔等預先在工廠等所製之人 孔。與管接連之人孔壁面之削孔雖可在現場加以形成,以 在工廠等品質管理徹底之處形成為宜。 本發明之人孔結構係可由現場澆置混凝土製之人孔壁 與管加以接連形成。 關於本發明之現場澆置混凝土製之人孔壁係在豎坑等 之現場使人孔壁用充填劑澆進模板内加以形成。又,本發 明之管係與該人孔以與人孔等接連之管,以下水道管等之 管為代表。9710 pi f1.ptc Page 11 571015 Correction V. Description of the invention 43 pipe 4 4 manhole wall 45 sleeve steel pipe 46, 47 gap 3 0 1 water stop can drop J gauge joint 3 0 1 a-end 3 0 2 people The hole 302a, the cut surface 3, the expansion band 304, and the other end 30 of the tube 301b are described in detail. The manhole structure of the present invention is a manhole made of concrete in the field, or a manhole made in advance in a factory or the like can be used. The cut hole on the wall surface of the manhole connected to the pipe can be formed on site, and it is better to form it in a thorough quality control facility such as a factory. The manhole structure of the present invention can be formed by pouring concrete manhole walls and pipes on site. In the present invention, the manhole wall made of cast-in-place concrete is formed at a site such as a vertical pit by filling the manhole wall with a filler into a formwork. The pipe system of the present invention and the manhole are represented by pipes connected to the manhole and the like, and pipes such as the following water pipes.
9710 pi f1.ptc 第12頁 5710159710 pi f1.ptc p. 12 571015
ΛΜ 91115280 五、發明說明(7) 在本發明,該管係以推 推進敷設後,便人孔壁用充填劑/,二少在兩個賢坑間 該管之周圍形成人孔壁。、疋進豆杌内之模板,以在 關於人孔壁用充填劑係使用於 壁,使人?丨紝祕田L丨 傅风現%澆設之人孔 孔等之人孔壁之削孔面, 、、:=:於現成之組立式人 等種種之材質者。 用扣凌土、水泥砂漿混凝土 並且,在本發明,使管以推進 σ丨、+ y 坑間以推進敷設後,在豎坑内 ’ ’:、〉在兩個賢 六丄, n 以現成之混凝土構件等组 ’由人孔壁用充填劑’ 4吏人孔結構固 定於人孔壁之削孔面。 “挽!生接頭固 關於本發明澆進筒狀體之外周與組立式人孔壁之 面間的人孔壁用充填劑係並非有特別限制,以水泥砂 凝土等種種之混凝土為宜。特別,筒狀體之外周盘人孔^ 削孔面間為狹窄之場合,可適用無收縮水了 漿、環氧樹脂等。 树知矽 關於本發明之人孔結構用止水可撓性接頭係在現尸,、在 設混凝土製人孔之場合,在形成人孔壁之前,可接 推進施工法所敷設之管。關於人孔用止水可撓性接 ^旦 有剛性之筒狀體與此筒狀體之内側的筒狀可撓體,糸^ 撓體係由彈性體所形成。 _狀可 並且’關於本發明之人孔結構用止水可挽性接頭二 現成之組立式混凝土製人孔之場合,在形成人孔壁S後糸^ 接裝於由推進施工法所敷設之管。此種場合,人力^ 可 人孔結構用ΛΜ 91115280 V. Description of the invention (7) In the present invention, after the pipe system is laid by pushing, the manhole wall is filled with filler /, and the second one forms a manhole wall between the two pits. 、 The template that is put into the bean paste is used to fill the wall of the manhole wall.丨 纴 秘 田 L 丨 Fu Fengxian% manholes, etc. The hole-cutting surfaces of manhole walls, etc .: =: in ready-made group of vertical materials. With burr soil and cement mortar concrete, and in the present invention, after the pipe is pushed to advance σ 丨, + y between the pits to advance the laying, in the vertical pit '':,> in two sages, n with ready-made concrete The component and other groups 'filler for the manhole wall' are used to fix the manhole structure on the cut surface of the manhole wall. "Bang! The joint is not limited in particular regarding the filler for manhole walls poured between the outer periphery of the cylindrical body and the surface of the assembled manhole wall according to the present invention, and various types of concrete such as cement sand cement are suitable. In particular, in the case where the manhole on the outer periphery of the cylindrical body is narrow, the non-shrinkable water slurry, epoxy resin, etc. can be applied when the cut surface is narrow. Shuzhi Silicon About the water-proof flexible joint for manhole structure of the present invention It is attached to a dead body, where a concrete manhole is provided, before the manhole wall is formed, it can be connected to the pipe laid by the advancing construction method. About the manhole, the water-proof and flexible connection is a rigid cylindrical body. In contrast to the cylindrical flexible body inside the cylindrical body, the flexible system is formed of an elastic body. The shape is made of ready-made concrete of the water-stopping and reversible joint 2 for manhole structure of the present invention. In the case of manholes, after the manhole wall S is formed, it is connected to the pipe laid by the advancing construction method. In this case, manpower ^ can be used for manhole structures.
9710 pifl.ptc 第13頁 571015 Ι 號 9]115州0 一修正 五 二、發明說明(8) ------ 性ίΓ系使以推進施工法所敷設之管接繼至人孔 :於太: 人孔壁之削孔與接繼管之間。 間的變位之彈性體,並非:體:'只要能吸收筒狀體與管之 形狀。 卜特別有形狀之限制,可使用種種 可:體於時“可可:四體角係:、如五 絞(㈣叫形為四彈V;大等五之角;;大、六角形等之多角形、波 可:在於其筒:。可撓體係藉由插入剛性之筒狀體與管之間, A f ^\t,° ~ ^ ^ ® ^ ^ M ^ ^ 人孔壁與管發生不同二i =之間保持一定間隔同時,甚至 有效率的吸‘變:置偏離時,筒狀可撓體以 在太π 可防接合部之破損。 -^ ^ 5 ^,f± # ^ ^ ^ ^ ^ ^ ^ ^ 狀態接裳於ίΓ=ΐ;;於筒狀體之内面為宜,以此 定於管之外周為宜。疋-之他端以緊結帶緊結壓接固 在本發明,在接裝於管之人孔 狀體之外周、堯進人孔壁用充填劑止二可τ 人孔壁的削孔面與筒狀體之間。j u填理預先所形成之 孔生人接^構由係在人孔壁與管之接合部配置人 挽體’使人孔壁與管之接合部成頭之筒狀可9710 pifl.ptc Page 13 571015 No. 1 9] State 115 0 First Amendment May 2nd, Description of Invention (8) ------ The character is to connect the pipe laid by the advancing construction method to the manhole: Yu Too: Between the cut of the manhole wall and the relay pipe. The elastic body between displacements is not: Body: 'As long as it can absorb the shape of the cylindrical body and the tube. Bu has special shape restrictions, and can use all kinds of cocoa: cocoa: four-body angle system :, such as five twists (howling shape is four bullets V; large five-corner angle; large, hexagonal, etc.) Angle, wave can be: in its tube: The flexible system is inserted between the rigid tube and the tube, A f ^ \ t, ° ~ ^ ^ ® ^ ^ M ^ ^ The manhole wall and the tube are different. i = While maintaining a certain interval between them, even efficient suction changes: when the tube is placed in a deviation, the cylindrical flexible body can prevent the damage of the joint at too much π.-^ ^ 5 ^, f ± # ^ ^ ^ ^ ^ ^ ^ ^ The state is connected to ΓΓ = ΐ; It is better to be inside the tube, and it is better to determine the outer periphery of the tube. The other end is fixed to the present invention with a tight band and a tight crimp. Packed on the outer periphery of the manhole-shaped body of the tube, Yao filling the manhole wall with a filler can only be placed between the hole-cutting surface of the manhole wall and the cylindrical body. By arranging a man-made body at the junction between the manhole wall and the tube, the cylindrical shape of the junction between the manhole wall and the tube can be formed.
9710 pifl.ptc 第14頁 571015 修正 i號9111侧 五、發明說明(9) r雖關Λ本Λ明之筒狀可換體係由彈性體所形成。該彈性 益f/、吸收人孔壁與管之間的變位之柔軟性,並 ,、、、特別加以限制,可用種種之材質加以形成。 :亥彈性體之材質中特以橡膠為宜。橡膠係材質本且 彈性,可能伸縮,對管變位,適於發揮追隨性。八 關於本發明之筒狀體係可成為現場澆置所澆進之人 ΐ ΐ i ϊ ί1之隔牆的場合’使在筒狀體與管之間確保筒狀 撓體所而之空間。因此,該筒狀體係以 等之壓力而變形者為宜。 又况置此嘁土 在本發明’可使用與管同樣材質之筒狀體。但在 Ϊ不從ί之人孔結構41,下水道管等之管43與人孔壁44之 界面係谷易成為漏水之水通道。 圖14係從豎坑内所見從來之人孔結構的正面圖。如 13及圖14所示,在從來之人孔結構41,由混凝土硬化矿Θ 脫水下沈在筒狀體下部所生之間隙46,經數年後之由=、 土乾燥收縮所生成之微小間隙47等,在下水道管等之=凝 與人孔壁44之界面容易成為漏水之通水道。 因此,在本發明之筒狀體使用管同樣材質之短管的ρ 合,在筒狀體之與混凝土等的人孔壁用充填劑之接Β觸、% 為使筒狀體與人孔壁用充填劑之附著良好,可使用在面’ 面粘附砂之附砂短管。 外周 關於本發明之筒狀體係在與構成人孔壁之人辛 填劑之接觸面,貼附與混凝土等之人孔壁用充填劑A 粘結材或粘合材。 、Θ ’接之9710 pifl.ptc Page 14 571015 Amend the side of No. 9111 V. Description of the invention (9) Although the cylindrical interchangeable system of Λ 本 Λ 明 is made of elastomer. The elasticity f /, the softness that absorbs the displacement between the manhole wall and the tube, and is particularly limited, can be formed with various materials. : Rubber is particularly suitable for the elastomer. The rubber-based material is elastic and flexible, it may expand and contract, and it can displace the tube, which is suitable for followability. 8. In the case of the cylindrical system of the present invention, it can be used as a place where the person to be poured 隔 ’i ϊ ί 1 partition wall ′ to ensure a space for the cylindrical flexible body between the cylindrical body and the tube. Therefore, it is preferable that the cylindrical system is deformed with equal pressure. In addition, the arborite can be used in the present invention 'to use a cylindrical body made of the same material as the tube. However, at the interface between the manhole structure 41, the pipe 43 of the sewer pipe and the manhole wall 44, the valley is likely to become a leaking water channel. Fig. 14 is a front view of a manhole structure seen from a vertical pit. As shown in Figures 13 and 14, in the manhole structure 41, the gap 46 generated by the concrete hardening ore Θ dewatering and sinking in the lower part of the cylindrical body, after a few years, is generated by =, the soil is dry and shrinking. The gap 47 and the like are easily leaking water channels at the interface between the sewer pipe and the like and the manhole wall 44. Therefore, in the cylindrical body of the present invention, a short tube of the same material is used, and the cylindrical body is in contact with the filler of the manhole wall such as concrete. The percentage is to make the cylindrical body and the manhole wall. Adhesion with filler is good, and sand-adhered tubes with sand adhered to the surface can be used. On the periphery of the cylindrical system of the present invention, a filler A for a manhole wall, such as concrete, is adhered to a contact surface with a manganese filler constituting a manhole wall. , Θ ’followed by
9710 pi f1.ptc 第15頁 571015 P丄 正 年fl 五、發明說明(10) 關於枯結材或枯合材係、可使用水膨脹㈣系枯結 非加硫丁基橡膠(butyl rubber)系粘合材。、° ^ 並且,關於粘結材或粘合材係以非加硫丁 合材為宜。水膨脹橡膠系枯結材係吸入浸 夕,系枯 膨脹遷止水,丁基橡夥系枯合材係在人孔壁用 = 二過程’與人孔壁用充填劑以化學枯接之關係,止 關於粘結材或枯合材係可p方止自人孔壁用充填劑之硬 化前的脫水下沈在筒狀體下部所生之間隙,經數年後之由 人孔壁用充填劑之乾餘收縮所生之微小間隙等所發生之漏 水。 *在/關^於本發明之筒狀體外周可裝設突緣(frange)。該 =緣係冰入人孔壁之人孔壁用充填劑,有用於使筒狀體固 定於人孔壁之混凝土等,提昇筒狀體與人孔壁之人孔壁用 充填劑之緊密性。 突緣係深入人孔壁之人孔壁用充填劑,只要能在人孔 壁用充填劑内固定,並非特別對材質等有所限制,以不易 叉由所洗設之人孔用充填劑之壓力而變形者為宜。 並且,關於本發明的突緣之與人孔壁的人孔壁用充填 劑之接觸面係與上述之筒狀體的與人孔壁接觸面同樣可貼 附與人孔壁用充填劑粘接之粘結材或粘合材。 關於枯結材或枯合材係可使用上述之水膨脹橡膠系粘 結材或非加硫丁基橡膠系粘合材,以使用非加硫丁基橡膠 糸钻合材為宜。 第16頁 9710 pi Π.ptc 571015 修正 1 號 91115280 五、發明說明(11) 依fl?、具有突緣與复冰 材的突緣埋入人孔辟> f崎狀體之外周貼附粘結材或粘合 與筒狀體間之入浸水,At孔壁用充填劑中,可遮斷人孔壁 面的漏水。 此完全防止從人孔壁用充填劑之界 平9-320 20 戶已知在曰本專利特開 例的縱斷面圖。該止圖15係使用該止水可撓性之一 性接頭301的一端3〇1 7 °撓生接頭301係使橡膠製之可撓 削孔面302a,以覆芸擴張帶303緊壓固定於人孔3〇2之 可撓性接頭301之方7 之外周。藉由使橡膠製 以壓接固定於管3〇4 1的知部3011^緊塵帶305加以緊結 成為柔軟性結二’使 人:。人孔用止水可撓性接頭係在管接連前,預先裝設於 孔人俜孔在係出在Α薇製作之場合’插入下水道管等之管的 分。在其削孔面使橡#制=?在“位置去除中心部 面係不-定為平ί橡膝衣可挽部以擴張帶緊壓固定,削孔 將及/料肖!機之削孔頭係埋入金剛石,可切削水泥砂 孔::::生起一度之凹凸,特別 泡,此也成為凹凸:=大二,:凝土本身含有若平氣 所示的圖1 5之部分炉大同 之、’’孔面之凹凸係如圖1 6 心大圖,在削孔面3 〇 2 a與可撓性接頭 9710 pi fl.ptc 第17頁 571015 曰 修正 案號 91115^n 五、發明說明(12) 301 之間’容易成為漏水之原因。 其原因在於,傢膠製可 有 孔削孔面,一面止水回祌 忙苽贡系壓固疋π 某程硬度,必要以/收變位 並且,隨削孔次數之货力有漏水之情形。 2,。由此、,以所定之二耗,隨 所加如:裝?止適二 但,以推進施工準法#用 . 再搬入現場)之場合,止人孔(預先在工康製作 孔,管接連後,许Λ .說性接頭,係在現場設置人 來之技術無從對應。 間的關係 在本發明,係在管與剛性之筒狀 構用止水可撓性接頭,人孔紝 ^ 6又人孔、·口 M ^ ^ ^ t μ 、、、σ構用止水可撓性接頭之橡膠 直接接觸人孔之削孔面的關係,削孔面之凹凸 狀體之門,可本係在組立式人孔之削孔面與剛性之筒 狀體之間,可貼附與上述之人孔壁用充填 或粘合材,或裝設水膨脹性高分子樹脂。 / ° 在本發明’剛性之筒狀體係以具有突出於人孔 帶狀犬出部為宜。言玄突出部係有利於決定流入筒:體 之人孔壁用充填劑之端部的位置。 ° 第18頁 9710 pif1.ptc 571015 —-—案號 91115280__夕丄年"月>/曰_修正 五、發明說明(13) 並且’該突出部係可防止人孔用充填劑溢流出人孔之 外側同日守’可使接觸於筒狀體之人孔壁用充填劑填狁之關 係,可提昇筒狀體與人孔壁之緊密性。 該突出部係可由種種之形狀及種種之材料加以形成。 適宜者係與筒狀體同質之材料,與筒狀體同樣,為能耐流 入之人孔壁用充填劑的材料及形狀。 本發明之擴張帶及緊結帶係只要可使筒狀可撓體充分 壓接固定於筒狀體及管,能使其間充分止水者,也可以用 具有適度剛性之高分子材料加以形成。 關於本發明之該突緣、筒狀體、擴張帶及緊結帶係以 鋼製,能耐腐蝕性之不銹鋼為宜。 茲參照圖面以詳細說明本發明。 圖1係 發明之其 構之橫斷 縱斷面圖 性接頭之 用止水可 一例的施 孔結構的 再其他例 本發明之一例的人孔結構之縱斷面圖。圖2係本 他例的人孔結構之縱斷面圖。圖3係圖2之人孔結 面圖。/圖4係本發明之更再其他例的人孔結構之 圖5係圖4之人孔結構所使用之人孔用止水可撓 :視圖。圖6係、關於本發明之其他合^人孔結構 挽^接頭之斜視圖。圖7係表示圖4之人孔結構之 ::之縱斷f圖。圖8〜圖11係表示使本發明之人 的:二=母製程之縱斷面,。圖12係本發明更 的人孔結構之縱斷面圖。 如圖1所示,本發明之一彳丨 ^ + ^ ^ A ^ 9 ώ ^ 〇的人孔結構1係由現場澆置 …旋土 I之人孔壁2與管3加以連接所形成。 在人孔結構1,管3传λ & e 1 ^ 係在丑坑4内以推進敷設,在管之外9710 pi f1.ptc page 15 571015 P 丄 year fl. 5. Description of the invention (10) Regarding the dead wood or dead wood system, water-swellable concrete can be used. The dry knot non-vulcanized butyl rubber (butyl rubber) system Adhesive material. , ° ^ In addition, as for the bonding material or bonding material, non-vulcanized composite material is preferred. The relationship between the water-swellable rubber-based deadwood and the dry-swelling material, the dry-swelling of the butyl rubber and the dry-walled material for manhole wall = two processes, and the chemical filling of the filler for the manhole wall Only the adhesive material or dead wood material can be removed from the gap generated by the dehydration and sinking of the filler in the manhole wall before the hardening, and after a few years, it is filled by the manhole wall. Leakage that occurs due to the small gaps caused by the shrinkage of the agent. * A flange can be installed on / off the cylindrical outer periphery of the present invention. The = margin is a filler for manhole walls that ice enters the manhole wall. There are concrete used to fix the cylindrical body to the manhole wall, and the tightness of the filler for the manhole wall of the cylindrical body and the manhole wall is improved. . The flange is a filler for the manhole wall that penetrates into the manhole wall. As long as it can be fixed in the filler for the manhole wall, there is no particular limitation on the material and the like. It is difficult to fork the filler for the manhole. Deformation under pressure is appropriate. In addition, the contact surface between the flange and the manhole wall filler of the flange of the present invention is the same as the above-mentioned cylindrical body contact surface with the manhole wall, and can be adhered to the manhole wall filler. Bonding material or bonding material. Regarding the dead joint material or the dead joint material system, the above-mentioned water-swellable rubber-based adhesive material or non-vulcanized butyl rubber-based adhesive material can be used. It is preferable to use a non-sulfurized butyl rubber countersink material. Page 16 9710 pi Π.ptc 571015 Amendment No. 91115280 V. Description of the invention (11) According to fl ?, a flange with a protruding edge and a compound ice material is buried in the manhole. ≫ Water immersion between the material or the adhesive and the cylindrical body, and the filler for the wall of the At hole can block the water leakage on the wall surface of the manhole. This completely prevents from the boundary of the filler for manhole walls. Hei 9-320 is a vertical cross-sectional view of 20 households known in Japanese Patent Laid-Open. This stopper 15 uses one end 3017 of the water-resistant flexible primary joint 301. The flexible joint 301 is made of a flexible hole surface 302a made of rubber, and is tightly fixed to the covered expansion band 303. The outer periphery of the square 7 of the flexible joint 301 of the manhole 302. The rubber part is fixed to the tube 3041 by pressure bonding with the rubber 3011 and the dust-tightening belt 305 is tightened to form a flexible knot. The water-proof flexible joint for manholes is pre-installed in the manhole before the pipes are connected in succession. When the pipe is made in Awei's place, it is inserted into a pipe such as a sewer pipe. On its cutting surface, make the rubber #made =? Remove the central part of the surface at the "position-fixed to flat. The rubber knee can be pulled and fixed by the expansion band. The cutting hole will be equal to the material! The head is embedded with diamond and can cut the cement sand hole :::: It produces a degree of unevenness, which is particularly bubbly. This also becomes an unevenness: = Sophomore :: The clay itself contains a part of the furnace shown in Figure 1 The embossing of the "hole surface" is shown in Figure 16. The big picture is on the cut surface 3 〇2 a and the flexible joint 9710 pi fl.ptc page 17 571015 Amendment No. 91115 ^ n 5. Description of the invention (12) Between 301 and 'easy to cause water leakage. The reason is that home rubber can have holes to cut the hole surface, while the water stops returning. The busy tribute system is compacted. Π A certain degree of hardness, it must be displaced by /. In addition, there may be water leakage depending on the number of times the hole is cut. 2. As a result, with the second set of consumption, as the addition: installation? Only suitable, but to advance the construction standard method # use. Then move into the site ) Occasions, stop the manhole (previously made holes in Gongkang, after the pipe connection, Xu Λ. Said that the sexual joint, the technology of setting up people on the scene is not correct. The relationship between the present invention is that the pipe and the rigid cylindrical structure use water-stopping flexible joints, manholes 纴 6 and manholes, · mouth M ^ ^ ^ t μ,, σ structures use water-stopping The relationship between the rubber of the flexible joint directly contacting the hole-cutting surface of the manhole, and the door of the concave-convex body on the hole-cutting surface can be between the hole-cutting surface of the assembly manhole and the rigid cylindrical body. Filling or adhesive material for manhole wall mentioned above, or installing water-swellable polymer resin. / ° In the 'rigid cylindrical system' of the present invention, it is preferable to have a dog-shaped belt protruding from the manhole. The mysterious protrusions are helpful for determining the position of the end of the filler that flows into the cylinder: the body's manhole wall. ° Page 18 9710 pif1.ptc 571015 —-— Case No. 91115280__ 夕 丄 年 " Month > / Yue _ Amendment V. Description of the invention (13) And the relationship that "the protruding part can prevent the filler for manholes from overflowing out of the manhole and the same day guard" can make the wall of the manhole in contact with the cylindrical body filled with filler, It can improve the tightness between the cylindrical body and the wall of the manhole. The protrusions can be formed from various shapes and various materials. It is the same material as the cylindrical body, and is the same as the cylindrical body, and it is the material and shape of the filler that can withstand the inflow of the manhole wall. As long as the cylindrical flexible body can be sufficiently compressed by the expansion band and the tight tie band of the present invention, Those connected and fixed to the cylindrical body and the tube, which can sufficiently stop the water therebetween, can also be formed by using a high-rigidity polymer material. The flange, the cylindrical body, the expansion band, and the tight junction band of the present invention are made of steel. It is suitable to make stainless steel with corrosion resistance. The invention will be described in detail with reference to the drawings. Fig. 1 is a cross-sectional longitudinal sectional view of the invention. A longitudinal sectional view of a manhole structure according to an example of the present invention. Fig. 2 is a longitudinal sectional view of a manhole structure of another example. FIG. 3 is a top view of the manhole structure of FIG. 2. / FIG. 4 is a manhole structure according to still another example of the present invention. FIG. 5 is a water-stopping flexible manhole used in the manhole structure of FIG. 4: View. Fig. 6 is a perspective view of another coupling structure of the present invention; Fig. 7 is a longitudinal f-picture showing :: of the manhole structure in Fig. 4. Figures 8 to 11 show the person who made the present invention: 2 = longitudinal section of the mother process. Fig. 12 is a longitudinal sectional view of a further manhole structure of the present invention. As shown in FIG. 1, a manhole structure 1 of the present invention, ^ ^ + ^ ^ 9 ^ ^ ^ 〇, is formed by connecting the manhole wall 2 and the pipe 3 of the cast-in-place ... In the manhole structure 1, the tube 3 passes λ & e 1 ^ inside the ugly pit 4 to advance the laying, outside the tube
571015 11528η 修正 曰 五、發明說明(14) 周設置人孔用止水可撓性接頭5。 押β ^ im撓性接頭5係具有剛性之筒狀體6與,筒狀 ΓΛ1 撓體7 ’筒狀可撓體7係由彈性體所形 成 ⑸可撓體7係以橡膠製為代表,以筒狀繞裝於 之周圍。 筒狀體可撓體7之一端7a係以擴張帶8壓接固定於筒狀 體6之内面,筒狀可撓體7之他端几係以緊壓帶9 固定於管3之外周。 牧 擴張帶8係其圓周伸延以放射狀擴大,&筒狀可撓體7 之-方的端部7a壓接於筒狀體6之内側。又,緊壓軸係使 筒狀可撓體7之他方的端部7b從外側向管3緊壓固定。 在筒狀體6之内側裝設筒狀可撓體7之端部以及在管3 設筒狀可撓體7之端部7b係均選擇適宜之钻結材使用,4 併用帶與粘結材加以固定。 在筒狀體6之外周係澆進混凝土以形成人孔壁2。尚 且,豎坑4之擋土牆係為保持混凝土澆置之最小作業範 之關係,以套筒(casing)鋼管1〇為外模板。 ^ & 如此,在圖1之人孔結構1,使人孔用止水可換性 裝設於管3後,澆置人孔壁2之混凝土時,筒狀體6成人 孔壁2之混凝土的隔牆,以確保筒狀體6盥管3之間的办 ,,在該空間内,使彈性體製之筒狀可撓體?與^狀=6與 管3連結。 一、 該人孔結構1之筒狀可撓體7係吸收人孔壁2與管3 的伸縮變位、屈曲變位、剪斷變位等,以使不加負 1 、幸兄於^ 9710 pifl.ptc 第20頁 571015 案號 91115280 年/ /月曰 五、發明說明(15) 3 ° 尚且,本經圖示,該筒狀體6之與人孔壁2的混凝土之 接觸面係可貼附與混凝土枯接之枯結材或枯合材。 圖2之其他例的人孔結構1 〇 1係表示在組立式人孔1 〇 2之 壁1 0 3的削孔面1 〇 3 a與人孔結構用可撓性接頭1 〇 $之間,填 没水泥砂聚混;旋土 1 0 5之狀態的縱斷面圖,圖3係其橫斷面 圖。 藉由使筒狀體106與下水道管1〇7,以筒狀可撓體1〇8連 結,在筒狀體1 0 6與下水道管1 〇 7之間破保空間1 〇 g a、 1 09b,可吸收下水道管之伸縮變位、屈曲變位、煎斷變位 等不加負載於下水道管1 〇 7。 疴狀可撓體108係用擴張帶11〇固定於筒狀體1〇6之内 側。擴張帶1 1 0係其圓周伸延以放射狀擴大,使橡膠製筒 狀可撓體108之一方的端部1〇8a壓接於筒狀體1〇6之内側。 在筒狀體106之内側裝設可撓體1〇8係可選擇適宜之粘結劑 加以固定。 並且’橡膠製筒狀可撓體1〇8之另一方的端部1〇81)之管 ,裝设部係用緊結帶丨丨丨,使管側裝設部從外側緊壓固 疋。同狀體1 0 6與管側裝設部也可併用帶丨丨1與粘結劑加以 固定。 此Μ橡膠製筒狀可撓體108係以筒狀繞製於管107周圍。筒 η 1 〇 6係藉由填設水泥砂漿混凝土 1 0 5,以確實固定於人 2 ’填設水泥砂漿混凝土之作業係只能從人孔1 〇 2之内 側加以進行。571015 11528η Amendment V. Description of the invention (14) Water-proof flexible joints 5 for manholes are provided. The β ^ im flexible joint 5 is a rigid cylindrical body 6 and a cylindrical ΓΛ1 flexible body 7 'a cylindrical flexible body 7 is formed of an elastic body. The flexible body 7 is represented by rubber, and The tube is wrapped around it. One end 7a of the tubular flexible body 7 is fixed to the inner surface of the tubular body 6 by pressure-bonding with an expansion band 8, and the other end of the tubular flexible body 7 is fixed to the outer periphery of the pipe 3 with a compression band 9. The animal husbandry expansion belt 8 has a circumferential extension that expands radially, and the one-side end portion 7a of the cylindrical flexible body 7 is crimped to the inside of the cylindrical body 6. Further, the pressing shaft system presses and fixes the other end portion 7b of the cylindrical flexible body 7 to the tube 3 from the outside. The end of the cylindrical flexible body 7 installed inside the cylindrical body 6 and the end 7b of the cylindrical flexible body 7 installed in the tube 3 are both selected as suitable drilling and knotting materials. 4 Combined belts and bonding materials are used. Be fixed. Concrete is poured into the periphery of the cylindrical body 6 to form a manhole wall 2. In addition, the retaining wall of the vertical pit 4 is to maintain the minimum operating range of the concrete placement, and a casing steel pipe 10 is used as the outer formwork. ^ & In this way, in the manhole structure 1 of FIG. 1, the manhole is installed on the pipe 3 with water-stopping replaceability, and when the concrete of the manhole wall 2 is poured, the cylindrical body 6 is the concrete of the manhole wall 2 Partition wall to ensure that the cylindrical body 6 between the toilet pipe 3, in this space, make the cylindrical flexible body of the elastic system? Linked with ^ 状 = 6 and tube 3. 1. The cylindrical flexible body 7 of the manhole structure 1 absorbs the expansion and contraction displacements, buckling displacements, and shear displacements of the manhole wall 2 and the tube 3, so as not to add a negative 1, fortunately ^ 9710 pifl.ptc Page 20 571015 Case No. 91115280 / / Yue Yue 5. Description of the invention (15) 3 ° Moreover, as shown in the figure, the contact surface of the cylindrical body 6 and the concrete of the manhole wall 2 can be pasted Attached dead wood or dead wood attached to concrete. The manhole structure 1 〇1 of the other example in FIG. 2 is shown between the cut surface 1 〇 3 a of the wall 103 of the assembled manhole 1 〇 0 and the flexible joint 100 Å for the manhole structure. Fill the cement sand together; longitudinal section view of the state of the rotator 105, Fig. 3 is the cross section view. By connecting the cylindrical body 106 and the sewer pipe 107 with a cylindrical flexible body 108, the space between the cylindrical body 106 and the sewer pipe 107 is breached by 10ga, 10b, Can absorb the telescopic displacement, buckling displacement, frying displacement, etc. of the sewer pipe without loading the sewer pipe 107. The flexible flexible body 108 is fixed to the inside of the cylindrical body 106 with an expansion band 110. The expansion band 1 10 is radially extended so that one end 108a of one of the cylindrical flexible bodies 108 made of rubber is crimped to the inside of the cylindrical body 106. Mounting the flexible body 108 on the inside of the cylindrical body 106 can be fixed by selecting an appropriate adhesive. In addition, the tube of the “rubber tube-shaped flexible body 108” on the other end portion 1081) is provided with a tightening band 丨 丨 丨, and the tube-side mounting portion is tightly fixed from the outside. The homogeneous body 106 and the pipe-side mounting portion may be fixed together with a belt 1 and an adhesive. This M rubber cylindrical flexible body 108 is wound around the tube 107 in a cylindrical shape. The tube η 106 is filled with cement mortar concrete 105 to securely fix it to the person 2 'The operation of filling cement mortar concrete can only be performed from the inside of the manhole 102.
第21頁 571015Page 571 015
五、發明說明(16) 突出部112係具有防止從人孔1〇2之内側填設之水泥砂 漿混凝土 1 0 5向外側溢出之作用。 案號 91115280 並且,填設之水泥砂漿混凝土 1 Q 5係由經時之乾燥收 縮,在人孔1 02之削孔面1 〇3a或與筒狀體丨〇6之外周面之界 面生起微小間隙容易成為漏水之原因。 1 因此’在人孔1 0 2之削孔面1 〇 3 a或筒狀體丨〇 6之外周面 配置水膨脹性高分子樹脂113、114等,由從微小間隙°之進 入水膨脹之水膨脹性高分子樹脂之面壓加以止水。 圖4係本發明之其他例的人孔結構丨丨,在此人孔結構工工 係替代圖1之人孔結構1 1的人孔用止水可撓性接頭5,使用 如圖5洋細表示之人孔用止水可撓性接頭1 5。 在人孔用止水可撓性接頭15係具有剛性之筒狀體16 與,筒狀體16之内側的筒狀可撓體17,筒狀可撓體由彈 性體所形成之點係與人孔止水可撓性接頭5同樣。 並且,在圖4之人孔結構11,筒狀可撓體17之一端i7a 係以擴張帶18壓接固定於筒狀體16之内面,筒狀可撓體i7 之他端1 7b係以緊壓帶1 9緊結壓接固定於管丨3之外周' 在 筒狀體16之外周’使套筒鋼管20為外模板,藉由在^坑“ 内洗流混凝土 ’以形成人孔壁12之點’係與人孔結構i同 樣。 但’對人孔結構1 1,在人孔用止水可撓性接頭丨5之筒 狀體16之外周設突緣i6a。圖4之人孔結構丨丨係與圖丨之人 孔結構1在此點相異。該突丨6 a係深入人孔壁丨2之混凝土, 有用於使筒狀體16固定於人孔壁12之混凝土,提^筒狀體V. Description of the invention (16) The protruding portion 112 has the function of preventing the cement mortar concrete 105 filled from the inside of the manhole 102 from overflowing to the outside. Case No. 91115280 Moreover, the filled cement mortar concrete 1 Q 5 shrinks and shrinks with time, and a slight gap is created on the cut surface 1 〇3a of the manhole 102 or the outer surface of the cylindrical body 〇〇6. Prone to cause water leakage. 1 Therefore, water-swellable polymer resins 113, 114, etc. are placed on the outer surface of the hole 1 0 2 a of the manhole 10 2 or the cylindrical body, and the water swells from the water entering the water from a small gap ° The surface pressure of the expandable polymer resin is water-stopped. Fig. 4 is a manhole structure according to another example of the present invention. Here, the manhole structure engineering system replaces the manhole structure 11 of Fig. 1 with the water-proof flexible joint 5 of the manhole. Shows manholes with water-proof flexible joints 15. The water-proof flexible joint 15 for manholes is a cylindrical body 16 having rigidity, a cylindrical flexible body 17 inside the cylindrical body 16, and a point where the cylindrical flexible body is formed of an elastic body and the human body. The hole water-proof flexible joint 5 is the same. Moreover, in the manhole structure 11 of FIG. 4, one end i7a of the cylindrical flexible body 17 is crimped and fixed to the inner surface of the cylindrical body 16 with an expansion band 18, and the other end 17b of the cylindrical flexible body i7 is tightly connected. The pressure belt 19 is tightly crimped and fixed to the outer circumference of the tube. 3 The outer circumference of the cylindrical body 16 is made with the sleeve steel pipe 20 as an outer formwork, and the manhole wall 12 is formed by washing the concrete in the pit. The point is the same as the manhole structure i. However, for the manhole structure 11, a flange i6a is provided on the outer periphery of the cylindrical body 16 of the water-proof flexible joint 5 for manholes. The manhole structure of FIG. 4丨 It is different from the manhole structure 1 in the figure. The protrusion 6a is concrete that penetrates into the manhole wall. The concrete is used to fix the cylindrical body 16 to the manhole wall 12. Body
571015571015
案號 91115280 五、發明說明(17) 1 6與人孔壁1 2之混凝土的緊密性。 並且,對人孔結構11,在突緣1 6 a之血人了丨肚、〇 界人孔壁1 2的混凝 土之接觸面貼附與混凝土粘接之非加硫丁 I/ j基橡膠系粘合材 1 6 b 〇 在圖4之人孔結構η,在使人孔用止水可撓性接頭15裝 設於管13後,、置人孔壁混凝土12時’與則之 _ ’減可撓體Π吸Α人孔壁12與管13之 縮 位、屈曲變位、剪斷變位等以使不加負载於管13 =沲夂 人孔壁1 2之混凝土與筒狀體丨6所接觸之界面 為水通道,在此等材質相異之場合,雖更一声容' 通道,在圖4之筒狀體16,設突緣16 :易成為水 人π辟19沾、曰%丄^ 又大、家iba之外,突緣16a之與 土 1 2的此旋土之接觸面有貼附與;^ ^ ^ ^ ^ ^ 丁基橡膠系枯合材16b之關係, 是枯接之非加硫 界面之漏水。 J峰貝防止攸此等之間的 圖6之人孔結構用止水可持#垃飞1 Λ 3 / 所使用者。此人孔結構用止^ 二係在人孔結構1 0 1 止水可撓性接頭15,主要 f性接頭104係與人孔用 人孔結構用止水可撓性!頭;部112之點相異。該 立式人孔102,也可使用於 5係使用在圖2及圖3之組 構。 了使用於圖1所示之現場洗置的人孔結 圖7係表示使圖4之人孔姓 面圖。在豎坑14之間以推、隹'冓加以施工時的一製程之斷 後,使本發明之人孔用止施工法敷設下水道管等之管13 道管等之管1 3的情形。水可繞性接頭1 5正要裝接於下水 9710 pifl.ptc 第23頁 571015 -iS^Hl5280Case No. 91115280 V. Description of the invention (17) 16 The tightness of the concrete with the manhole wall 12. In addition, to the manhole structure 11, non-vulcanized I / j-based rubber system bonded to the concrete is attached to the concrete contact surface of the flange 16a and the manhole wall 12. In the manhole structure η of FIG. 4, after the manhole structure water-proof flexible joint 15 is installed in the pipe 13 and the manhole wall concrete 12 is placed in the manhole wall concrete 12, the adhesive material 1 6 b 〇 The flexible body sucks the shrinkage, buckling displacement, shear displacement, etc. of the manhole wall 12 and the pipe 13 so that no load is placed on the pipe 13 = concrete and cylindrical body of the manhole wall 12 2 The interface to be contacted is a water channel. Although the materials are different in these occasions, the channel is even more sound. In the cylindrical body 16 in Fig. 4, a flange 16 is provided: it is easy to become a waterman π. ^ Outside the big home iba, the contact surface of the flange 16a and the rotator of the soil 12 is attached; ^ ^ ^ ^ ^ ^ The relationship of the butyl rubber based composite 16b is dry. Leakage at non-sulfurized interface. J Fengbei prevents the above-mentioned manhole structure of Fig. 6 from being able to hold water. #Ora 飞 1 Λ 3 / for the user. This manhole structure is only used in the manhole structure 1 0 1 water-proof flexible joint 15, the main f-type joint 104 is the same as the man-made manhole structure water-proof flexible! different. The vertical manhole 102 can also be used in the 5 series structure shown in Figs. 2 and 3. The manhole knot used in the on-site washing as shown in FIG. 1 is shown in FIG. In the case where a process of construction is carried out between the vertical pits 14 by pushing and pressing, the manhole of the present invention is used to lay down pipes 13 and 13 pipes of the sewer pipes and the like by the construction method. Water releasable joint 1 5 is about to be attached to the water 9710 pifl.ptc page 23 571015 -iS ^ Hl5280
五、發明說明(18) 一 2體二與彈性體製之筒狀可撓體17係使筒狀可撓體之 换a a s Ί C以擴張帶1 8加以擴張連結,使人孔用止水可 挽性接頭1 5裝接於总1 q你 y·总〇 狀可诗轉夕A要& 1 3後在& 1 3之外周以緊結帶1 9使筒 狀了铫體^他端17b緊結壓接固定於管丨3。 1 Π7 ί本叙明,如圖8〜圖11所示,接連組立式人孔102。管 德、人孔結構可撓性接頭1〇4,可對圖2及圖3所示之人孔 結構加以施工。 圖8係表不在豎坑間以推進施工法敷設下水道管1 〇 7之 狀悲的縱斷面fg| ,m n y么Ρ _ '研卸圖,圖9係吊下人孔102,設置之狀況。 圖1〇係^用套官(socket)使下水道管122延至人孔102之 妓2 2狀广、推進施工法之場合,可以此狀態裝設止水可 撓性接頭1 0 4。 圖1 1係使止水可撓性接頭1 〇 4插入裝設於人孔1 〇 2之削 孔面1 0 3 a當前之壯能 ^处 ^ ^ ^ 引之狀恶,經裝設,在筒狀體與人孔之削孔面 構丨、叹水泥砂漿混凝土時,可得圖2及圖3所示之人孔結 ί*Μ 9^本^明’並且’可作成如圖1 2所示之人孔結構。在 園 1 Z 戶斤不 έ士 4致 Ο 1 "V. Description of the invention (18) One, two bodies and two cylindrical flexible bodies of the elastic system 17 are used to replace the cylindrical flexible bodies aas Ί C with expansion bands 18 to expand and connect, so that the manhole can be stopped by water-stopping. The sexual joint 15 is attached to the total 1 q you y. The shape is poem. A will be & 1 3 after the & 1 3 around the circumference with a tight band 19 to make the tube-shaped carcass ^ other end 17b tight knot The crimp is fixed to the tube 丨 3. 1 Π7 This description, as shown in Figures 8 to 11, sets up a series of vertical manholes 102. The flexible joint 104 of the pipe and manhole structure can be used to construct the manhole structure shown in Fig. 2 and Fig. 3. Fig. 8 is a longitudinal section fg |, m n y _ P _ 'grinding and unloading diagram of the sewer pipe 107 being laid by the advancing construction method between the vertical pits, and Fig. 9 is a state where the manhole 102 is suspended and installed. Fig. 10 shows a case where the sewer pipe 122 is extended to the manhole 102 by a socket, and when the construction method is advanced, a water-proof flexible joint 104 may be installed in this state. Figure 1 1 makes the water-proof flexible joint 1 04 inserted into the cut surface 1 0 3 installed in the manhole 1 0 3 a current strength ^ ^ ^ ^ The cut surface structure of the cylindrical body and the manhole, and when the cement mortar concrete is sighed, the manhole structure shown in Fig. 2 and Fig. 3 can be obtained. * M 9 ^ 本 ^ 明 'and' can be made as shown in Figure 12 Shown manhole structure. In the garden 1 Z households ca n’t handle it 4 〇 1 "
〜…構Ζ 1係使用人孔用止水可撓性接頭2 5。 在人孔結構2 1,、、3、b3L I 一石Μ } 再1 此/旋土壁省略,人孔用止水可撓性接 頭25以外,係、與圖1及圖4人孔結構同樣。 业ϋ用止水可繞性接頭25係具有剛性之筒狀體26與,筒 说二a、之内側的筒狀可挽體27,筒狀可撓體27係由彈性體 觀I社i f筒狀體26之外周設有突緣26a與未加硫丁基橡 H十“材26b之點,係與人孔用止水可撓性接頭”同~ ... The structure Z 1 uses a water-proof flexible joint 25 for manholes. The manhole structure 21, 1, 3, b3L I, a stone M} and 1 / this is omitted, and the manhole structure is the same as the manhole structure of FIG. 1 and FIG. The water-repellent flexible joint 25 for industrial use is a cylindrical body 26 having rigidity, and a cylindrical bendable body 27 on the inner side of the tube 2a, and a cylindrical flexible body 27 is an elastomer tube. The outer periphery of the shape body 26 is provided with a flange 26a and an unsulfurized butyl rubber H. "The point of the material 26b is the same as the water-proof flexible joint for manholes."
第24頁 571015 曰 案號 91115280 五、發明說明(19) 樣。 y並且,在圖1 2之人孔結構2 1,筒狀i # 係以擴張帶28壓接固定於筒狀體26狀可撓體27之一端27a 之他端27b係以緊結帶29緊社愿接j^之/9面,筒狀可撓體27 Μ ^26 . 内洗注混凝土,以形成人卜,板’精由在豎坑24 樣。 土 ^,係與人孔結構11同 仁,在人孔結構21,其人;^丨用μ u 之筒狀可撓體27之端部2/a,係突出二性接=25所用 向相反的方向,成為彎曲折回'之釺、。套筒鋼管3〇之方 筒狀體26之點’係與圖4之人'、、°f,此端部27a裝設於 在形狀上可更加一#容@ 、,、°構11相異。此種結構係 利。 心易吸收人孔壁與管之變位,較有 發明之效果 依照本發明之人έ士姐 ^ 關係,由地震等之大$ “ f W之筒狀可撓體加以連結之 間,甚至加上不同負巷:地殼變動,在人孔壁與管之 時,筒可撓體可吸收負葡2相對f位差生起位置偏離 合部的破損。 、 、交位,能防止人孔壁與管之接 依照本發明之人孔处 後,使人孔用止水可掉構拉’在以推進施工法敷設完了 混凝土,其作業性心接頭裝設於管,藉由構築人孔壁 合同時,能提昇接’可簡單使管與人孔壁以柔軟性接 牧〇部之止水性。 i 9710 pifl.ptc 第25頁 571015 91115280 年/,月曰 修正 圖式簡單說明 第1圖為本發明之一例的人孔結構之縱斷面圖。 第2圖為本發明之其他例的人孔結構之縱斷面圖 第3圖為第2圖之人孔結構的橫斷面圖。 ° 第4圖為本發明之更再其他例的人孔結構之縱_ 第5圖為第4圖之人孔結構所使用的人孔用止水面圖。 接頭之斜視圖。 "撓性 第6圖為關於本發明之其他例的人孔結構用止 接頭之斜視圖。 可繞性 苐7圖表不第4圖之人孔結構之一例的施工例之 圖 〜纖斷面 第8圖表示本發明之人孔結構的一施工例之一製程 斷面圖。 的縱 第9圖表示本發明之人孔結構的一施工例之其他製程 縱斷面圖。 衣壬的 第1 〇圖表示本發明之人孔結構的一施工例之更再其他 製程的縱斷面圖。 第11圖表示本發明之人孔結構的一施工例之更再其他 製程的縱斷面圖。 第1 2圖為本發明之更再其他例的人孔結構之縱斷面 圖。 第1 3圖為依照從來之推進施工法的人孔結構之縱斷面 圖。 第1 4圖為從豎坑内所見從來之人孔結構之正面圖。 第1 5圖為使用止水可撓性接頭之一從來例的縱斷面Page 24 571015 Case No. 91115280 V. Description of Invention (19). y In the manhole structure 21 of FIG. 12, the tubular i # is crimped and fixed to the one end 27 a of the cylindrical body 26 and the flexible body 27 by the expansion band 28, and the other end 27 b of the tubular body is tightened with a tie 29. Would like to connect to the 9th side of j ^, the tube-shaped flexible body 27M ^ 26. The concrete was washed inside to form the human body. The soil ^ is the same as the manhole structure 11 and the manhole structure 21, and its person; ^ 丨 Using the end 2 / a of the tubular flexible body 27 of μ u, the projecting bisexual joint = 25 is used in the opposite direction. The direction becomes the corner of the bend. The point of the square tubular body 26 of the sleeve steel pipe 30 is the same as that of FIG. 4. The end portion 27 a is installed in a shape that can be more different from one another. . This structure is beneficial. The heart easily absorbs the displacement of the manhole wall and the pipe, which has more inventive effects. According to the relationship between the person and the sister of the present invention, it is connected by a large cylindrical flexible body such as an earthquake. Different negative lanes: The earth's crust changes. When the manhole wall and the pipe, the tube flexible body can absorb the damage of the negative f2 from the f-position difference from the joint. The position can prevent the manhole wall and the pipe. After connecting the manhole in accordance with the present invention, the manhole can be pulled out with water-stopping structure. After the concrete has been laid by the advancing construction method, the operational core joint is installed in the pipe. When the manhole wall contract is constructed, Can improve the connection 'can simply make the tube and the manhole wall flexible to absorb the water resistance of the part. I 9710 pifl.ptc page 25 571015 91115280 /, month and month correction diagram simple description Figure 1 is the invention A longitudinal sectional view of a manhole structure of one example. Fig. 2 is a longitudinal sectional view of a manhole structure of another example of the present invention. Fig. 3 is a cross-sectional view of the manhole structure of Fig. 2. ° Fig. 4 This is a longitudinal view of the manhole structure according to still another example of the present invention. Fig. 5 is a view of the manhole structure used in Fig. 4. A water stop surface view. An oblique view of the joint. &Quot; Flexible Fig. 6 is an oblique view of a stop joint for a manhole structure according to another example of the present invention. An example of the construction example ~ fiber cross section Fig. 8 shows a cross-sectional view of a process example of a construction example of the manhole structure of the present invention. Vertical Fig. 9 shows other processes of a construction example of the manhole structure of the present invention. Longitudinal section view. Fig. 10 of Yiren shows a longitudinal section view of one construction example of the manhole structure of the present invention and other processes. Fig. 11 shows a further construction example of the manhole structure of the present invention. Longitudinal cross-sectional views of other processes. Figs. 12 and 12 are longitudinal cross-sectional views of manhole structures according to still other examples of the present invention. Figs. 13 and 13 are longitudinal cross-sectional views of manhole structures according to the construction method that has never been advanced. Fig. 14 is a front view of a manhole structure seen from the vertical pit. Fig. 15 is a longitudinal section of a conventional example using a water-proof flexible joint.
9710 pifl.ptc 第26頁 571015 修正 案號 91115280 圖式簡單說明 圖。 第1 6圖為圖1 5之部分擴大圖。 第27頁 9710 pifl.ptc9710 pifl.ptc Page 26 571015 Amendment No. 91115280 Schematic description of the diagram. FIG. 16 is an enlarged view of a part of FIG. 15. Page 27 9710 pifl.ptc
Claims (1)
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JP2001013940 | 2001-01-23 | ||
JP2001089285A JP3597789B2 (en) | 2001-01-23 | 2001-03-27 | Manhole structure, watertight flexible joint for manhole structure and method of construction of manhole structure |
Publications (1)
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TW571015B true TW571015B (en) | 2004-01-11 |
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TW091115280A TW571015B (en) | 2001-01-23 | 2002-07-10 | Manhole structures, cut-off flexible fittings for manhole structures and construction methods of manhole structures |
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US (1) | US20050126087A1 (en) |
TW (1) | TW571015B (en) |
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US7918875B2 (en) * | 2004-10-25 | 2011-04-05 | Lanx, Inc. | Interspinous distraction devices and associated methods of insertion |
ITRA20080029U1 (en) * | 2008-10-15 | 2010-04-16 | Elettra Srl | cOCKPIT |
JP6275661B2 (en) * | 2015-03-06 | 2018-02-07 | 早川ゴム株式会社 | Flexible joint and mounting method of flexible joint |
CN105780752B (en) * | 2016-03-24 | 2018-01-16 | 河海大学 | A kind of foundation pit enclosure structure horizontal displacement distributed optical fiber sensing method |
JP6793386B2 (en) * | 2016-06-23 | 2020-12-02 | 早川ゴム株式会社 | Seismic joints for manholes and their mounting methods |
CN106050187B (en) * | 2016-08-03 | 2018-10-12 | 张国平 | The elastic fetalism hole packer of braiding |
KR101895224B1 (en) * | 2018-04-09 | 2018-09-07 | (주)대명기술단건축사사무소 | Manhole |
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US4702645A (en) * | 1984-08-27 | 1987-10-27 | Press-Seal Gasket Corporation | Slipline adjustable manhole seal |
US6450505B1 (en) * | 1998-12-18 | 2002-09-17 | Norman W. Gavin | Seal for casting in a concrete wall of a fluid distribution system container |
AT407764B (en) * | 1999-08-18 | 2001-06-25 | Guggemos Horst | ARRANGEMENT WITH A CONNECTING SOCKET AND CONNECTING SLEEVE AND A SOLE SHELL, OPENING TRAINING AND MOLDING CORE |
-
2002
- 2002-07-10 TW TW091115280A patent/TW571015B/en not_active IP Right Cessation
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