1229713 五、發明說明（1) <發明所屬之技術領域> 本發明是有關於預鑄混凝 結構改良，特別是指一種施工 作匕凝土 j衣片間之銜接部位渗漏 施工方法及其結構。 <先前技術> 按，預鑄混凝土施工方式 個預鑄混凝土單元在各加工廠 ，場加以組裝，由於其具有縮 等特點，因此逐漸被廣泛運用 因為混凝土結構係由複數個預 成型，故而在預鑄混凝土單元 要，否則，水極易由各預鑄混 ，造成工程瑕疵。 在大型混凝土潛遁隨道結 (或彎折）片狀之預鑄混凝土 狀，再加以延伸至適當長度， 土管道為例）所示，其預鑄混 弧片狀，於其周緣中段設有一 於預鑄混凝土環片2之二端側 =直槽部2 1 1間則隨預鑄混 弧槽部2 1 2，在作防水加工 加以適當彎折並藉由黏性材質 内，使各預鑄混凝土環片2結 土環片止水條施工方法及其 簡便、可有效防止水由預鑄 ，具極佳阻隔效果之止水條 係將混凝土結構體分散成多 生產，然後分別運送至施工 短工期、簡化現場施工作業 於各種中大型工程；然而， 鑄混凝土單元組成而非一體 之組裝上，防水作業極為重 凝土單元間之接縫部位滲漏 構中’其主要係 環片2 如第1A 凝土環 凹環槽 分設有 凝土環 時，可 貼附於該預鑄混 合成一圓管斷面 以複數弧形 設之斷面形 以圓形混凝 一等寬之圓 凹環槽2 1 2 1 1，而 曲弧度設有 之止水條3 凝土環片2 時，各止水 組成一預 、1B 圖（ 片2係呈 2 1，該 一直槽部 片2之彎 以一軟性1229713 V. Description of the invention (1) < Technical field to which the invention belongs > The present invention relates to the improvement of concrete coagulation structure, in particular to a construction method for leaking the joints between j-pieces of concrete and concrete. Its structure. < Previous technology > According to the concrete construction method, each concrete unit is assembled in each processing plant and field. Because of its shrinkage and other characteristics, it has been widely used because the concrete structure is made of a plurality of preforms. In concrete units, otherwise, water can easily be mixed by each other, causing engineering defects. As shown in the large concrete submarine, the concrete is shaped like a piece of concrete (and bent), and then extended to an appropriate length (for example, a soil pipe). In the two end sides of concrete concrete ring piece 2 = straight grooves 2 1 1 are mixed with concrete arc grooves 2 1 2, and they are appropriately bent for waterproof processing and made of viscous material to make each Construction method of cast concrete ring piece 2 soil ring piece water stop strip and its simple, effective water stop strip which can effectively prevent water from flowing, and has excellent barrier effect, disperse the concrete structure into multiple productions, and then transport them to the construction separately Short construction period and simplified on-site construction work in various medium and large-scale projects; however, on the basis of cast concrete units rather than integral assembly, the waterproofing operation is extremely heavy, and the joints between the cement units are leaking into the structure. The 1A condensate ring groove groove is provided with a condensate ring, which can be adhered to the concrete to form a circular tube cross section with a plurality of arc-shaped cross sections and a circular condensed circular ring of equal width. Trough 2 1 2 1 1 and curved radian with water stop 3 When the condensate ring sheet 2 is formed, each water stop constitutes a pre- and 1B picture (the sheet 2 is 21, the straight groove part of the sheet 2 has a softness
w9210〇〇2.ptd 第5頁 1229713 發明說明（2) 條3可於銜接部位形成浐、 述施工方法菸甘 田 ’以防止水的滲透；然而，上 ⑴當止=有下述缺失： ，其二端邹；Τ队入預鑄混凝土環片2之凹環槽2 1内 合部位1必須搭接形成-結合部位3 i i，該結 易產生翹曲ir 旦造成施工之不便，且由於應力集中， ⑵止水停言：：環槽21間形成間隙而漏水。 彈性應】=軟可彎曲之材質製成，但由於本身之 成-弧形轉折:;n21内（直角）轉折位置會形 21之相形轉折部3 2内側與凹環槽 ⑶由於止；會產生-間隙，容易造成漏水。 膠布、_等加以定位乂在= ，難以避# &說样Φ ^牡，，且裒預鑄混減土裱片2時 之情形避免的碰撞、震動’往往致使止水條3產生鬆脫 工方潛遁随道預鑄混凝i (環片)止水條施 改進之道，蚊於亡述之缺點’發明人乃針對該些缺點研究 <道，終於有本發明產生。 <發明内容> ，：：：旨在提供一種預鑄混凝土環片止水條施工方法 土環片中ί以：：止水圈二對應之側部先行嵌置於預鑄混凝 靠合配合ir壤槽t侧對應之直槽部β，制二侧部向内 適當弧二之重I，可使上述二侧部間之中間部產生一 ，复施=…I曲，以利於施工者將該中間部撥入凹環槽内 、匕間易、快速可有效降低施卫成本，此為本發明之 W210002· ptd 第6頁 1229713 五、發明說明（3) 主要目的。 本發明旨在提供一種預鑄混凝土環片止水條結構改良 ，其主要係依弧形預鑄混凝土環片形狀而於一環狀之止水 圈周緣二對側分設一側部，各側部二端分別以一彎折部銜 接一中間部，使該側部嵌入凹環槽之直槽部，並以中間部 置入弧槽部内’利用該彎折部之設置，可使止冰圈完全貼 合於凹環槽内緣而不會產生不當之間隙，可有效避免水之 滲漏，此為本發明之主要目的。 依本發明之此種預鑄混凝土環片止水條結構改良，其 止水圈係依凹環槽形狀尺寸而設置複數彎折部，除可與凹 環槽密合外’亦可消除止水圈本身之内應力，避免因止水 圈本身之彈性造成隨意之碰撞、震動即產生鬆脫之情形， 此為本發明之另一目的。 至於本發明之詳細構造、應用原理、作用與功效，則 參照下列依附圖所作之說明即可得到完全的瞭解： <實施方式> 如第1 A、1 B圖所示，其為習見預鑄混凝土環片之止水 條結構及其施工方式，其主要構成以及其缺失，已如前所 述，此處不再重複敘述。 第2圖係本發明之構造分解圖，由該圖可以很明顯地 看出’本發明之止水圈1係依弧形預鑄混凝土環片形狀尺 寸而呈一適當之環狀，以便套合於預鑄混凝土環片2周緣 預設之凹環槽2 1内，以本圖為例，其預鑄混凝土環片2 約略呈一弧形彎曲之四邊形，其周緣中段凹環槽2 1分設w9210〇〇2.ptd Page 5 1229713 Description of the invention (2) Article 3 can form a joint at the joint site, said construction method Yangantian 'to prevent water infiltration; Zou at the two ends; Team T enters the concave ring groove 2 of the concrete ring piece 2 1 The inner joint portion 1 must be overlapped to form the joint portion 3 ii. The knot is prone to warping, which causes inconvenience in construction, and due to stress concentration , ⑵ stop the water to stop: a gap is formed between the ring grooves 21 and water leaks. Elastic should] = made of soft and bendable material, but because of its own-arc-shaped turning :; the turning position in n21 (right-angle) will form the phase-shaped turning portion 21 of the 21 and the concave ring groove ⑶ will produce; -Clearance, easy to cause water leakage. Tape, _, etc. are positioned at =, it is difficult to avoid # & said Φ ^ Mu, and the collisions and vibrations that are avoided when mixing the soil mounting sheet 2 often cause the water stop 3 to loosen The laborer's latent piping was followed by the roadblock coagulation i (ring piece) to improve the application of the water-stop strip, and the shortcomings of the mosquitoes were described. The inventor studied the shortcomings of these shortcomings, and finally the invention came into being. < Content of the invention > ::: aims to provide a concrete ring ring water stop construction method in the soil ring plate: The side corresponding to the second ring of the water stop ring is first embedded in the concrete ring. Match the straight groove part β corresponding to the t side of the ir soil trough, and make the two side parts inward to properly arc the weight I, so that the middle part between the two side parts will produce one, and reapply = ... I curve, which is beneficial to the constructor Dialing the middle part into the groove of the concave ring, which is easy and fast, can effectively reduce the cost of defense. This is the W210002 · ptd of the present invention. Page 6 1229713 V. Description of the invention (3) Main purpose. The invention aims to provide an improved concrete concrete ring waterstop structure, which is mainly based on the shape of the curved concrete concrete ring and is divided into one side on two opposite sides of a ring-shaped waterstop circle, and each side The two ends of the part are respectively connected to a middle part by a bending part, so that the side part is embedded in the straight groove part of the concave ring groove, and the middle part is inserted into the arc groove part. 'Using the setting of the bending part, the ice ring can be made It fits completely to the inner edge of the concave ring groove without improper clearance, which can effectively avoid water leakage. This is the main purpose of the present invention. According to the present invention, the structure of the concrete concrete ring water-stop strip is improved. The water-stop ring is provided with a plurality of bent portions according to the shape and size of the concave ring groove, and the water stop can be eliminated in addition to being in close contact with the concave ring groove. The internal stress of the ring itself to avoid loosening caused by random collisions and vibrations due to the elasticity of the water stop itself is another object of the present invention. As for the detailed structure, application principle, function and effect of the present invention, it can be fully understood with reference to the following description made with reference to the drawings: < Embodiment > As shown in Figs. 1A and 1B, it is conventional The structure of the water-stop strip of the cast concrete ring piece and the construction method, its main components and its defects have been described above, and will not be repeated here. Figure 2 is an exploded view of the structure of the present invention. It can be clearly seen from the figure that the 'waterstop 1 of the present invention has a suitable ring shape according to the shape and size of the arc-shaped concrete ring piece, so as to fit. In the concave ring groove 21 preset at the periphery of the concrete ring plate 2, taking this figure as an example, the concrete ring plate 2 of the concrete ring is approximately a curved curved quadrangle, and the concave ring groove 21 in the middle of the periphery is divided
w921〇〇〇2-Ptd 第7頁 1229713 五、發明說明（4) 伸之直槽部2 1 1及弧槽部2 1 2，因此， 述直样部2 ^ f 一四邊形，其周緣設有二纽長短對應於前 ，且ί 、弧槽部2 1 2之側部1 1 、中間部1 2 該彎折部i ^ r 1 、中間部1 2之間設有一彎折部1 3 ， 接角度彎折。糸呈對應於直槽部2 1 1、弧槽部2 1 2銜 f 3A至3D圖係本發明預鑄混凝土 ^ ^ ^ ^ ^ ^ ^ 動乍：意胃，由其參照第4圖之預鑄混凝士；圈 之組合外_ HI，A , A 土 ％ι片與止水圈 將止水圈1之-側；。==以一「向内擠壓」步驟， 2 1 1間上：：二1 1向内壓縮至約略趨近於二直槽部 ίi Γ (如第3A圖所示），然後以-「欲入」 如請圖所示.）之直槽部211内（ 拉動各中間部i 2 :使：々二最後’經-「撥拉」步驟’ 黏著劑之黏合，可使= 2=1 2彈性束緊之壓力配合 貼合。 吏止X圈1保持與凹環槽2 1内側緊密 本發明之上述施工步驟Φ 水圈丄組合前，可視需清:= 避免:：::：=1黏合於； 2 1内之直槽部2;1中弧2彎折部"對應於凹環槽 1 弧才曰邛2 1 2銜接之轉角部位， w9210002.ptd 第8頁w921〇〇〇2-Ptd Page 7 1229713 V. Description of the invention (4) The straight groove portion 2 1 1 and the arc groove portion 2 1 2 are extended. Therefore, the straight sample portion 2 ^ f is a quadrilateral, and the periphery is provided with two The length of the button corresponds to the front, and the side portion 1 1 of the arc groove portion 2 1 2 and the middle portion 1 2 are provided with a bending portion 1 3 between the bending portion i ^ r 1 and the middle portion 12, and the angle is Bend. The figure corresponding to the straight groove part 2 1 1 and the arc groove part 2 1 2 f 3A to 3D is the concrete of the present invention. ^ ^ ^ ^ ^ ^ ^ At first glance, it is referred to the plan of FIG. 4 Cast concrete; outside the combination of the circle _ HI, A, A soil% sheet and the water ring will be the-side of the water ring 1;. == Take an "inward squeeze" step, 2 1 1 up: 2: 2 1 1 inward compression to approximately approach the two straight grooves ίi Γ (as shown in Figure 3A), and then-" Into the straight groove portion 211 (as shown in the figure). (Pull each middle portion i 2: Make: 々 the last 'via-"pulling step'" Adhesion of the adhesive can make = 2 = 1 2 elastic bundles The X pressure ring 1 keeps tightly with the inner side of the concave ring groove 2 1. The above-mentioned construction steps of the present invention Φ Hydrosphere 丄 can be cleared if necessary: = Avoid ::::: = 1 stick to; 2 Straight groove part 2 inside 1; 1 Middle arc 2 bend part " Corresponds to the concave ring groove 1 arc 邛 2 1 2 The corner part of the connection, w9210002.ptd Page 8
1229713 五、發明說明（5) 内應力所產生之不當翹曲，❺可減少因組裝 =密合於直槽部、弧槽部 芎°卩位產生間隙或剝離而致漏水之狀況。' 鑄混ϊί it'明之組合實施例側視圖，可知將複數預 可加以適當延伸$ f組合，：形成一隧道圓管斷面’然後 之相互抵頂迫緊，^:程所ft長度’而藉由各止水圈1 之鲦1¾Wfr & Μ可有效避免水由各預鑄混凝土環片2間 之縫隙部位滲漏，達到預設之止水效果。 由^ 1述可知，本發明之預鑄混凝土環片止水條施工 丄/及，、結構改良確實具有簡化施工、增進防水性能之功 政’確已具有產業上之利用性、新穎性及進步性。 惟以上所述者，僅為本發明之一較佳實施例而已，並 非用來限定本發明實施之範圍。即凡依本發明申請專利範 圍所作之均等變化與修飾，皆為本發明專利範圍所涵蓋。1229713 V. Description of the invention (5) Improper warping caused by internal stress can reduce the situation of water leakage caused by assembly = close contact with straight grooves and arc grooves at the 芎 ° 卩 position. The side view of the example of the combination of the "cast and mixed" it can be seen that the plural can be appropriately extended $ f combination: forming a cross section of a tunnel tube, and then pressing against each other, ^: Chengso ft length 'and With the 鲦 1¾Wfr & M of each water stop 1, it is possible to effectively prevent water from leaking through the gap between the concrete ring pieces 2 to achieve the preset water stop effect. As can be seen from ^ 1, the 預鑄 concrete ring water stop construction of the present invention 丄 /, and the structural improvement does indeed have the function of simplifying construction and improving waterproof performance, and indeed it has industrial applicability, novelty and progress Sex. However, the above is only one preferred embodiment of the present invention, and is not used to limit the scope of implementation of the present invention. That is to say, all equivalent changes and modifications made in accordance with the scope of patent application of the present invention are covered by the scope of patent of the present invention.
第9頁 w92l〇〇〇2.ptd 1229713 圖式簡單說明 <圖示簡單說明> 第1 A圖係習見預鑄混凝土環片之止水條結構及其施工動 作示意圖。 第1 B圖係習見預鑄混凝土環片與止水條組合後之平面結 構圖。 第2圖係本發明之構造分解圖。 第3A 圖 係 本發 明 預 鑄 混 凝 土 環 片 與 止 水 圈 之 組 合 動 作 示 意 圖（- 〇 第3B 圖 係 本發 明 預 铸 混 凝 土 環 片 與 止 水 圈 之 組 合 動 作 示 意 圖（二 二） 〇 第3C 圖 係 本發 明 預 鑄 混 凝 土 環 片 與 止 水 圈 之 組 合 動 作 示 意 圖（三） 〇 第3D 圖 係 本發 明 預 鑄 混 凝 土 環 片 與 止 水 圈 之 組 合 動 作 示 意 圖（四） 〇 第 4 圖 係 本發 明 單 —一 預 鑄 混 凝 土 環 片 與 止 水 圈 之 組 合 外 觀 圖。 第 5 圖 係 本發 明 之 組 合 實 施 例 側 視 圖 〇 < 圖 示 元件 號 數 參 昭 > 1. 止 水 圈 21 1., 直 槽 部 11 側部 212., 弧 槽 部 12 中 間 部 3. 止 水 條 13 彎 折 部 31 ..« ► · 端 部 2· 預 鑄 混凝 土 環 片 31 1. _ 結 合 部 位Page 9 w92l00〇2.ptd 1229713 Brief description of the drawings < Simplified illustration of the drawings > Figure 1A is a schematic view of the structure of the water stop strip of the concrete ring ring and its construction operation. Figure 1B is a plan view of the concrete structure after the concrete ring and water stop are combined. Figure 2 is an exploded view of the structure of the present invention. Figure 3A is a schematic diagram of the combined action of the concrete ring sheet and the water stop of the present invention (-〇 Figure 3B is a schematic diagram of the combined action of the precast concrete ring sheet and the water stop of the present invention (2) Figure 3C Schematic illustration of the combined operation of the concrete ring sheet and the water stop of the present invention (3) 〇 3D picture is the schematic illustration of the combined operation of the concrete ring piece and the water stop of the present invention (four) 〇 The fourth figure is a single of the present invention— A view of the combined appearance of a concrete ring piece and a water stop. Figure 5 is a side view of a combined embodiment of the present invention. ≪ Illustrated element number and reference > 1. Water stop 21 1., straight groove Part 11 side part 212., arc groove part 12 middle part 3. water stop strip 13 bent part 31 .. «► end 2 · Precast concrete ring pieces 31 1. _ joint position
w9210002.ptd 第10頁 1229713 圖式簡單說明 21____凹環槽 32____弧形轉折部w9210002.ptd Page 10 1229713 Simple illustration of the drawing 21____Concave ring groove 32____Curved turning part
w9210002.ptd 第11頁w9210002.ptd Page 11