TW201313996A - Sealing material for conduit - Google Patents
Sealing material for conduit Download PDFInfo
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- TW201313996A TW201313996A TW101133440A TW101133440A TW201313996A TW 201313996 A TW201313996 A TW 201313996A TW 101133440 A TW101133440 A TW 101133440A TW 101133440 A TW101133440 A TW 101133440A TW 201313996 A TW201313996 A TW 201313996A
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6813—Compressable seals of hollow form
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B11/00—Drainage of soil, e.g. for agricultural purposes
- E02B11/005—Drainage conduits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
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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
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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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
- E02D29/16—Arrangement or construction of joints in foundation structures
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Sewage (AREA)
- Gasket Seals (AREA)
Abstract
Description
本發明係關於一種水泥製管渠封膠材,尤其係內套接頭所使用之管渠用封膠材。 The invention relates to a cement pipe sealing material, in particular to a sealing material for a pipe used in an inner joint.
箱形涵渠(box culvert)等管渠其開口端部係形成可互相嵌合之公接頭與母接頭,且附設於任一端接頭其對向面圓周方向之封膠材,係插設於接頭部間並為可止水之結構。 The open end of the pipe culvert and the like form a male connector and a female connector which are mutually engageable, and the sealing material attached to the circumferential direction of the opposite end of the one end joint is inserted into the joint It is a structure that can stop water.
第5(a)、(b)圖係附設於公接頭之傳統內套接頭用封膠材50其一實施例示意圖。 Fig. 5(a) and (b) are schematic views showing an embodiment of a sealing material 50 for a conventional inner sleeve attached to a male joint.
傳統封膠材50係具備埋設於公接頭本體外周面之嵌入部51及與該嵌入部51一體成形之止水部52。 The conventional sealant 50 includes an insert portion 51 embedded in the outer peripheral surface of the male joint body and a water stop portion 52 integrally formed with the insert portion 51.
嵌入部51與止水部52間係形成剖面呈橫向橢圓形之空洞53,且嵌合接頭時,該空洞53可朝止水部52縮徑方向彈性變形。 A cavity 53 having a laterally elliptical cross section is formed between the fitting portion 51 and the water stopping portion 52, and when the joint is fitted, the cavity 53 can be elastically deformed in the diameter reducing direction of the water stopping portion 52.
另於專利文獻1中揭露,為了增強封膠材嵌入部之固著力,其方法係於嵌入部外周面等間距地嵌接金屬製鎖環(staple)。 Further, in Patent Document 1, it is disclosed that in order to enhance the fixing force of the sealant-embedded portion, a method is to engage a metal snap at equal intervals on the outer peripheral surface of the insert portion.
[專利文獻1] 日本發明專利特閉2006-22553號公報(第3、4圖) [Patent Document 1] Japanese Patent Publication No. 2006-22553 (Fig. 3, 4)
傳統封膠材係具有以下缺點。 Conventional sealants have the following disadvantages.
<1>為了確保接頭部具備良好的止水性,係提高封膠材50其止水部52之彈力,並將其與止水部52對向之接合面進行強力壓合。 <1> In order to ensure good water repellency of the joint portion, the elastic force of the water stop portion 52 of the sealant 50 is increased, and the joint surface opposed to the water stop portion 52 is strongly pressed.
但如第5(b)圖所示,內套嵌合接頭時,因止水部52與接合面間所產生之摩擦力,以致封膠材50產生拖曳,該拖曳力係嵌入部51外側所產生之剝離力F。 However, as shown in Fig. 5(b), when the inner sleeve is fitted with the joint, the frictional force generated between the water stop portion 52 and the joint surface causes the sealant 50 to be dragged, and the drag force is outside the insert portion 51. The resulting peel force F.
嵌入部51因剝離力F而產生外翹,以致破壞封膠材50其嵌入部51之止水性。 The fitting portion 51 is warped due to the peeling force F, so that the sealing property of the sealing member 50 is broken.
<2>若為了防止封膠材50其嵌入部51產生外翹並確保嵌入部51之止水性,而縮小止水部52其彈力,結果係破壞止水部52之止水性。 <2> In order to prevent the sealing material 50 from being warped in the fitting portion 51 and ensuring the water repellency of the fitting portion 51, the elastic force of the water stopping portion 52 is reduced, and as a result, the water stopping property of the water stopping portion 52 is broken.
如此一來,傳統封膠材50於防止嵌入部51產生外翹時,係較難兼顧嵌入部51及止水部52之止水性。 As a result, when the conventional sealant 50 prevents the insertion portion 51 from being warped, it is difficult to balance the water retention of the insert portion 51 and the water stop portion 52.
<3>專利文獻1所揭露之封膠材,係需於封膠材成形後,於嵌入部額外設置多數鎖環,因此,其具有封膠材其成本過高及因需額外嵌接鎖環之製程而導致封膠材製程繁複之缺點。 <3> The sealant disclosed in Patent Document 1 is required to additionally provide a plurality of lock rings in the insert portion after the sealant is formed, and therefore, the sealant is expensive and requires an additional interlocking ring. The process of the process leads to the drawbacks of the complicated process of the sealant.
本發明之目的係提供至少以下一種封膠材。 It is an object of the present invention to provide at least one of the following sealants.
<1>提供一種封膠材,其於嵌合接頭時,可將封膠材產生之剝離力轉換成封膠材其固著力。 <1> A sealing material is provided which, when fitting a joint, converts the peeling force generated by the sealing material into a fixing force of the sealing material.
<2>防止封膠材其嵌入部產生外翻的同時,並確保嵌入部及止水部之止水性。 <2> Prevent the sealant from being ejected in the fitting portion, and ensure the water repellency of the insert portion and the water stop portion.
<3>提供一種封膠材,其無需附設額外元件,並可維持高密封性。 <3> A sealing material is provided which does not require additional components and maintains a high seal.
<4>提供一種經濟性與加工性較佳之封膠材。 <4> Providing a sealant which is economical and processable.
本發明係提供一種管渠用封膠材,其具備嵌設於接頭內且具有至少一底部之嵌入部及並排設置複數唇部且與該嵌入部一體成形之止水部,其特徵在於具備:一內側空洞及一外側空洞,其厚度跨設於該止水部與該嵌入部間且兩者橫向並排;一橫樑,其形成於該複數唇部槽底與該二空洞間;及,一內側支柱、一中間支柱及一外側支柱,該些係形成於該橫樑與該底部間;其中,該內側空洞係位於該內側支柱與該中間支柱間;該外側空洞係位於該中間支柱與該外側支柱間;藉由該內側空洞、該外側空洞、該橫樑、該內側支柱、該中間支柱及該外側支柱,以組成於嵌合接頭時可將封膠材外側所產生之剝離力轉換成封膠材固著力之力的轉換機構。 The present invention provides a sealant for a pipe channel, comprising: an insert portion embedded in the joint and having at least one bottom portion; and a water stop portion in which a plurality of lips are arranged side by side and integrally formed with the insert portion, and is characterized in that: An inner hollow and an outer hollow having a thickness spanning between the water stop and the insert and laterally side by side; a beam formed between the bottom of the plurality of lips and the second cavity; and an inner side a pillar, a middle pillar and an outer pillar formed between the beam and the bottom; wherein the inner cavity is located between the inner pillar and the middle pillar; the outer cavity is located between the middle pillar and the outer pillar By the inner cavity, the outer cavity, the beam, the inner pillar, the middle pillar and the outer pillar, the peeling force generated on the outer side of the sealing material can be converted into a sealing material when the fitting is formed in the fitting joint The mechanism of the force of the fixation force.
又,本發明其該中間支柱係設置於橫樑中央朝內側偏移之位置,且該中間支柱其剖面厚度係自自由端朝底端漸漸增厚。 Further, in the present invention, the intermediate pillar is disposed at a position where the center of the beam is offset toward the inner side, and the thickness of the intermediate pillar is gradually thickened from the free end toward the bottom end.
又,本發明其該內側空洞與該外側空洞之剖面形狀係略呈三角形,且該外側空洞係大於該內側空洞。 Moreover, in the present invention, the inner cavity and the outer cavity have a slightly triangular cross-sectional shape, and the outer cavity is larger than the inner cavity.
又,本發明其該複數唇部係由內側唇部、中間唇部及外側唇部所組成。 Further, in the present invention, the plurality of lips are composed of an inner lip portion, an intermediate lip portion, and an outer lip portion.
又,本發明其該嵌入部二側較佳係形成有V字型卡合槽。 Moreover, in the present invention, the V-shaped engaging groove is preferably formed on both sides of the fitting portion.
本發明可發揮至少下述一項效果。 The present invention can exert at least one of the following effects.
<1>封膠材因具備力的轉換機構,而於嵌合接頭時,可有效、確實地防止組成封膠材之嵌入部外側產生外翹。 <1> Since the sealing material has a force conversion mechanism, it is possible to effectively and surely prevent the outer side of the fitting portion of the sealing material from being warped when the fitting is fitted.
<2>因力的轉換機構不易受到止水部彈力之影響,而可將止水部彈力設定較高。 <2> The force conversion mechanism is not easily affected by the elastic force of the water stop portion, and the spring force of the water stop portion can be set high.
因此,可達成傳統封膠材無法達成之防止嵌入部產生外翹的同時,並確保嵌入部及止水部具備良好的止水性。 Therefore, it is possible to prevent the insertion portion from being warped by the conventional sealant, and to ensure that the insert portion and the water stop portion have good water repellency.
<3>封膠材其外型與傳統外型並無太大差異,因僅變更內部所形成之空洞形狀與形成數量,係可輕易製成,所以經濟性與加工性較佳。 <3> The shape of the sealant is not much different from the conventional one. Since only the shape and number of voids formed inside can be changed, it can be easily produced, so economical and processability are better.
<4>透過力的轉換機構,可於嵌合接頭時,增強封膠材其嵌入部壓合接頭本體之力,以進一步提高嵌入部其密封性。 <4> The transmission force transmission mechanism can enhance the force of the sealing portion of the sealing material to press the joint body when the fitting is fitted, so as to further improve the sealing property of the fitting portion.
<5>讓中間支柱自橫樑中央朝內側偏移的同時,並漸漸增加中間支柱其剖面厚度,使中間支柱其彈力再次改變方向,並作用於橫樑上。 <5> While the middle pillar is offset from the center of the beam toward the inside, the thickness of the middle pillar is gradually increased, so that the elastic force of the middle pillar changes direction again and acts on the beam.
<6>若於封膠材嵌入部二側形成卡合槽,則可密合卡合槽外周面與接頭本體,更增強嵌入部其固著力,同時僅於擴大之密封面積區域增強嵌入部其止水性。 <6> If the engagement groove is formed on both sides of the sealant-embedded portion, the outer peripheral surface of the engagement groove and the joint body can be closely adhered to further enhance the fixing force of the insert portion, and the insert portion can be reinforced only in the enlarged seal area region. Waterstop.
以下係參照圖式以說明本發明實施形態。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
第1圖係本發明管渠用封膠材20(以下亦稱為「封膠材」)之立體圖,而第2圖係封膠材之剖面圖。 Fig. 1 is a perspective view of a sealant 20 for a canal according to the present invention (hereinafter also referred to as "sealing material"), and Fig. 2 is a cross-sectional view of a sealant.
本發明封膠材20係嵌設安裝於可內套嵌合之公接頭或母接頭其一端接頭對向面上,且具備嵌設於接頭內之嵌入部21及於嵌入部21上方由複數唇部所組成之止水部25,其以熟知之橡膠原料一體成形。本實施例中,封膠材20其嵌入部21係嵌設於公接頭10本體外周面,但亦可嵌設於母接頭本體 內周面。 The sealing material 20 of the present invention is embedded and mounted on the opposite side of the male connector or the female connector, and has an embedded portion 21 embedded in the joint and a plurality of lips above the embedded portion 21. The water stopping portion 25 composed of the parts is integrally formed of a well-known rubber material. In this embodiment, the sealing portion 20 of the sealing material 20 is embedded in the outer peripheral surface of the male connector 10, but may be embedded in the female connector body. Inner circumference.
以下係進一步說明封膠材20其各部位,於說明時,公接頭10其前端係定義為「外側」或「外」,而公接頭10底端係定義為「內側」或「內」。 In the following, the respective portions of the sealing material 20 are further described. In the description, the front end of the male connector 10 is defined as "outside" or "outside", and the bottom end of the male connector 10 is defined as "inside" or "inside".
嵌入部21係嵌設於公接頭10本體外周面之部位。 The fitting portion 21 is fitted to a portion of the outer peripheral surface of the male joint 10 .
進一步說明第2圖所示之嵌入部21,其係具備內外兩側略呈三角形懸伸之底部22及位於底部22上方且朝內外兩側懸伸之內外突緣23a、23b,而底部22與各突緣23a、23b間形成有呈V字型之卡合槽24、24。 Further, the embedding portion 21 shown in Fig. 2 is provided with a bottom portion 22 having a slightly triangular overhang on the inner and outer sides, and inner and outer flanges 23a, 23b extending above the bottom portion 22 and extending toward the inner and outer sides, and the bottom portion 22 and each protrusion Engagement grooves 24 and 24 having a V shape are formed between the edges 23a and 23b.
於嵌入部21左右兩側形成卡合槽24、24,以擴大其與公接頭10本體之固著力及密封面積,因此,底部22其橫寬L1可小於內外突緣23a、23b其橫寬L2,以節約原料。 The engaging grooves 24 and 24 are formed on the left and right sides of the inserting portion 21 to enlarge the fixing force and the sealing area of the body of the male connector 10. Therefore, the lateral width L 1 of the bottom portion 22 can be smaller than the lateral width of the inner and outer flanges 23a and 23b. L 2 to save raw materials.
止水部25係自公接頭10本體外周面外露之部位。 The water stop portion 25 is a portion exposed from the outer peripheral surface of the male joint 10.
進一步說明第2圖所示之止水部25,其由內而外係具備內側唇部25a、中間唇部25b及外側唇部25c。 Further, the water stopping portion 25 shown in Fig. 2 is provided with an inner lip portion 25a, an intermediate lip portion 25b, and an outer lip portion 25c from the inside to the outside.
本實施例之中間唇部25b係單數,但亦可形成複數中間唇部25b。 The intermediate lip portion 25b of the present embodiment is singular, but a plurality of intermediate lip portions 25b may be formed.
間隔一段距離且並排形成之各唇部25a~25c,其由外而內地小角度傾斜。 Each of the lips 25a-25c is formed at a distance and arranged side by side, which is inclined at a small angle from the outside to the inside.
參照第2圖以進一步說明封膠材20其內部結構。 Referring to Figure 2, the internal structure of the sealant 20 will be further explained.
封膠材20內部係橫向並排地形成厚度跨設於止水部25與嵌入部21間之內側空洞30及外側空洞31。 Inside the sealant 20, side voids 30 and outer voids 31 which are spanned between the water stop portion 25 and the insert portion 21 are formed side by side in the lateral direction.
各唇部25a~25c其槽底與二空洞30、31間係形成支撐複數唇部25a~25c之橫樑26,並於橫樑26與底部22間,由內而外地形成內側支柱27、中間支柱28及外側支柱29。 Each of the lips 25a-25c has a beam 26 supporting the plurality of lips 25a-25c between the bottom of the groove and the two holes 30, 31, and between the beam 26 and the bottom 22, the inner pillar 27 and the middle pillar 28 are formed from the inside to the outside. And the outer pillar 29.
進一步說明各組成要素之相互關係,其內側空洞30係位於內側支柱27與中間支柱28間,而外側空洞31係位於中間支柱28與外側支柱29間。且外側空洞31剖面積係大於內側空洞30。 Further, the relationship between the constituent elements will be described. The inner cavity 30 is located between the inner pillar 27 and the intermediate pillar 28, and the outer hollow 31 is located between the intermediate pillar 28 and the outer pillar 29. The outer cavity 31 has a larger cross-sectional area than the inner cavity 30.
封膠材20藉由內側空洞30、外側空洞31、橫樑26、內側支柱27、中間支柱28及外側支柱29,以具備於嵌合接頭時可將封膠材20外側產生之剝離力轉換成封膠材20其固著力之力的轉換機構。 The sealant 20 is formed by the inner cavity 30, the outer cavity 31, the beam 26, the inner pillar 27, the intermediate pillar 28, and the outer pillar 29, so that the peeling force generated outside the sealant 20 can be converted into a seal when the joint is fitted. The conversion mechanism of the force of the adhesive material 20.
橫樑26係橫向位於複數唇部25a~25c與並排之空洞30、31間,並具備均一厚度t。 The beam 26 is laterally located between the plurality of lips 25a-25c and the side-by-side voids 30, 31 and has a uniform thickness t.
橫樑26內側端、中間部及外側端係各別與內側支柱27、中間支柱28及外側支柱29其頂部相連接。 The inner end, the intermediate portion, and the outer end of the beam 26 are each connected to the top of the inner leg 27, the center post 28, and the outer leg 29.
內側支柱27及外側支柱29係位於橫樑26二端部,用以支撐橫樑26。 The inner leg 27 and the outer leg 29 are located at both ends of the beam 26 for supporting the beam 26.
內側支柱27及外側支柱29其剖面厚度係整體均一,且具備於嵌合接頭時不易產生挫曲(buckling)變形之厚度及彈力。 The inner pillar 27 and the outer pillar 29 have a uniform thickness in the cross section, and have a thickness and an elastic force which are less likely to cause buckling deformation when the joint is fitted.
中間支柱28位於自橫樑26中央朝內側偏移之位置,係用以支撐橫樑26。中間支柱28亦具備於嵌合接頭時不易產生挫曲變形之厚度及彈力。 The center post 28 is located offset from the center of the beam 26 toward the inside to support the beam 26. The center pillar 28 also has a thickness and an elastic force which are less likely to cause buckling deformation when the joint is fitted.
中間支柱28其剖面厚度係由上而下漸增,且中間支柱28其外側側面28a係呈垂直狀,反之,內側側面28b係呈傾斜狀。 The thickness of the cross section of the center pillar 28 is gradually increased from top to bottom, and the outer side surface 28a of the center pillar 28 is vertical, and the inner side surface 28b is inclined.
換言之,中間支柱28外側厚度係無變化,但中間支柱28內側厚度係由上(自由端)而下(底端)漸增。 In other words, the thickness of the outer side of the center pillar 28 is unchanged, but the thickness of the inner side of the center pillar 28 is gradually increased from the upper (free end) to the lower (bottom end).
中間支柱28其剖面略呈錐形,且僅內側側面28b呈傾斜狀,藉此,可於嵌合接頭時,將中間支柱28所受外力之反向力(彈力),作用於橫樑26其特定方向上(剝離力F作用方向之反向)。 The intermediate pillar 28 has a slightly tapered cross section, and only the inner side surface 28b is inclined, whereby the opposing force (elastic force) of the external force applied to the center pillar 28 can be applied to the beam 26 when the joint is fitted. Direction (reverse direction of the direction of action of the peeling force F).
中間支柱28外側側面28a之高度,係高於外側支柱29內側側面29a之高度。 The height of the outer side surface 28a of the center pillar 28 is higher than the height of the inner side surface 29a of the outer pillar 29.
內側空洞30係橫樑26底面26a、內側支柱27外側側面27a及中間支柱28內側傾斜側面28b所圈圍出之剖面略呈三角形之空間。 The inner cavity 30 is a space in which the bottom surface 26a of the cross member 26, the outer side surface 27a of the inner pillar 27, and the inclined side surface 28b of the inner pillar 28 are surrounded by a slightly triangular cross section.
外側空洞31係橫樑26底面26a、中間支柱28外側側面28a、外側支柱29內側側面29a及二支柱28、29間傾斜底面22a所圈圍出之剖面略呈三角形或變形四角形之空間。 The outer cavity 31 is a space in which the bottom surface 26a of the cross member 26, the outer side surface 28a of the center pillar 28, the inner side surface 29a of the outer pillar 29, and the inclined bottom surface 22a between the two pillars 28 and 29 are surrounded by a slightly triangular or deformed quadrangle.
相當於二空洞30、31各頂面之橫樑26底面26a、26a,係位於同一水平線上。 The bottom faces 26a, 26a of the beams 26 corresponding to the top faces of the two voids 30, 31 are located on the same horizontal line.
本發明封膠材20其外型與傳統外型並無太大差異,但透過形成複數空洞且改良封膠材20內部結構,以於嵌合接頭時可將封膠材20產生之剝離力轉換成封膠材20之固著力。 The sealing material 20 of the present invention has no difference in appearance from the conventional outer shape, but the internal structure of the sealing material 20 is improved by forming a plurality of voids, so that the peeling force generated by the sealing material 20 can be converted when the joint is fitted. The fixing force of the sealing material 20 is formed.
因此,不僅無需附設其他額外元件,製造封膠材20時亦無需其他額外 加工。 Therefore, it is not necessary to attach other additional components, and no additional extra is required when manufacturing the sealing material 20. machining.
參照以雙點鏈線標示公接頭10之第2圖,以進一步說明封膠材20其嵌入結構。 The second drawing of the male connector 10 is indicated by a double-dot chain line to further explain the sealing structure of the sealing material 20.
封膠材20與管渠同時於形成公接頭10時,嵌設安裝嵌入部21。 When the sealant 20 and the pipe are formed simultaneously with the pipe joint 10, the mounting portion 21 is fitted.
嵌入部21僅外露內外突緣23a、23b其表面,而二突緣23a、23b以下之底部係嵌設於公接頭10本體內。 The fitting portion 21 exposes only the surfaces of the inner and outer flanges 23a, 23b, and the bottom portions of the two flanges 23a, 23b are embedded in the body of the male connector 10.
嵌入部21其底部22及卡合槽24外周面係與接頭本體相密合,以形成俗稱「鳩尾槽(dovetail groove)」之嵌合形態,藉此增強嵌入部21其固著力,更僅於擴大之密封面積區域增強其止水性。 The bottom portion 22 of the fitting portion 21 and the outer peripheral surface of the engaging groove 24 are in close contact with the joint body to form a fitting form commonly known as "dovetail groove", thereby enhancing the fixing force of the insert portion 21, and more only The enlarged sealing area enhances its water repellency.
接著,參照第3圖、第4圖,其係內套嵌合公接頭10與母接頭11時之接頭部模式圖,以說明防止封膠材外翻之作用。第3圖揭露初步嵌合時之接頭部,而第4圖揭露完成嵌合時之接頭部。 Next, referring to Figs. 3 and 4, a joint portion pattern diagram in which the male connector 10 and the female connector 11 are fitted in the inner sleeve is used to explain the action of preventing the sealant from everting. Fig. 3 discloses the joint portion at the time of preliminary fitting, and Fig. 4 discloses the joint portion at the time of completion of the fitting.
本發明於內套嵌合二接頭10、11時,可將封膠材20外側產生之剝離力F轉換成封膠材20其固著力。以下係說明力的轉換機制。 When the inner sleeve is fitted with the two joints 10 and 11, the peeling force F generated outside the sealing material 20 can be converted into the fixing force of the sealing material 20. The following is a description of the force conversion mechanism.
第3圖中,為了確保止水性,二接頭10、11間形成之空隙係小於封膠材20其止水部25之突出長度。 In Fig. 3, in order to ensure water repellency, the gap formed between the two joints 10, 11 is smaller than the protruding length of the water sealing portion 25 of the sealant 20.
依據上述前提,若內套嵌合公接頭10與母接頭11,則組成封膠材20之複數唇部25a~25c其自由端係抵壓母接頭11內周面並依序彈性變形。 According to the above premise, if the inner fitting 10 and the female connector 11 are fitted, the plurality of lips 25a to 25c constituting the sealing material 20 have their free ends pressed against the inner peripheral surface of the female connector 11 and are elastically deformed in sequence.
伴隨複數唇部25a~25c其彈性變形,當封膠材20其嵌入部21外側產生剝離力F(外翹力)的同時,橫樑26整體係朝底部22產生壓合力f1。 With the elastic deformation of the plurality of lips 25a to 25c, the peeling force F (outer tilting force) is generated outside the fitting portion 21 of the sealing material 20, and the beam 26 as a whole generates a pressing force f 1 toward the bottom portion 22.
支撐橫樑26之三根支柱27~29,係於橫樑26中央朝內側偏移之位置上透過中間支柱28加以支撐之結構。 The three pillars 27 to 29 of the support beam 26 are supported by the intermediate pillars 28 at positions where the center of the beam 26 is offset toward the inside.
因此,雖於間隔有中間支柱28之二側橫樑26上產生分散之壓合力f1,但位於中間支柱28與外側支柱29間之橫樑26係朝靠近底部22之方向產生大量彈性變形。 Therefore, although the dispersing pressing force f 1 is generated on the two side cross members 26 spaced apart from the center post 28, the cross member 26 located between the intermediate strut 28 and the outer leg strut 29 causes a large amount of elastic deformation toward the bottom portion 22.
位於內側支柱27與中間支柱28間之橫樑26係幾乎無產生彈性變形,或僅產生些微彈性變形。 The beam 26 located between the inner pillar 27 and the intermediate pillar 28 is hardly elastically deformed or only slightly elastically deformed.
位於中間支柱28與外側支柱29間之橫樑26,其產生大量彈性變形之原因,係因位於該二者間之橫樑26,相對橫樑26整體長度,其所佔之樑長比例較長,且壓合力f1其分散力較大之故。 The beam 26 located between the middle pillar 28 and the outer pillar 29 causes a large amount of elastic deformation, because the beam 26 located between the two is opposite to the overall length of the beam 26, and the length of the beam is long and the pressure is long. The resultant force f 1 has a large dispersing power.
換言之,間隔有中間支柱28之橫樑26其外側樑長係大於間隔有中間支柱28之橫樑26其內側樑長,以致橫樑26外側易產生變形,更使橫樑26外側容易產生局部荷重。 In other words, the beam 26 with the intermediate pillars 28 is spaced apart from the inner beam of the beam 26 spaced apart by the intermediate pillars 28, so that the outer side of the beam 26 is easily deformed, and the outer side of the beam 26 is prone to local load.
位於內側支柱27與中間支柱28間之橫樑26,其幾乎無產生彈性變形之原因,係因相對橫樑26整體長度,其所佔之樑長比例較短,且壓合力f1其分散力較小之故。 The beam 26 located between the inner pillar 27 and the middle pillar 28 has almost no elastic deformation, because the length of the beam is shorter than the overall length of the beam 26, and the pressing force f 1 has a small dispersion force. The reason.
作用於橫樑26整體上之壓合力f1,其最終係傳達至三根支柱27~29,接著,如下述進行傳達與力的轉換。 The pressing force f 1 acting on the entire beam 26 is finally transmitted to the three pillars 27 to 29, and then the force and the force are converted as described below.
為了不使中間支柱28因壓合力f1而產生挫曲變形,其剖面厚度係由上而 下方漸增。 In order not to make the center pillar 28 due to the pressure force f 1 buckling deformation is generated, which cross-sectional side thickness increasing from top to bottom lines.
因此,經由橫樑26所產生之壓合力f1係轉換成中間支柱28其彈力(反向力)e1,轉換後之彈力(反向力)e1係改變方向並使橫樑26朝外側偏移。 Therefore, the pressing force f1 generated by the beam 26 is converted into the elastic force (reverse force) e 1 of the intermediate stay 28, and the converted elastic force (reverse force) e 1 changes the direction and shifts the beam 26 toward the outside.
換言之,剖面形狀係朝外側上方傾斜且略呈錐形之中間支柱28,其彈力e1並非朝圖式正上方產生作用,而係將彈力e1其作用方向限制於左斜上方。 In other words, the cross-sectional shape is the intermediate strut 28 which is inclined upward toward the outer side and is slightly tapered. The elastic force e 1 does not act directly above the figure, but limits the direction of action of the elastic force e 1 to the upper left oblique direction.
此彈力e1之方向限制係與中間支柱28其剖面形狀及內側空洞30形狀有極大關聯。 The direction restriction of the elastic force e 1 is greatly related to the cross-sectional shape of the intermediate strut 28 and the shape of the inner cavity 30.
舉例而言,若中間支柱28其剖面形狀係如內側支柱27呈均一厚度,且內側空洞30形狀係呈四角形、圓形或橢圓形,則無法將彈力e1限制於特定方向。 For example, if the intermediate pillar 28 has a cross-sectional shape such that the inner pillar 27 has a uniform thickness and the inner cavity 30 has a quadrangular shape, a circular shape or an elliptical shape, the elastic force e 1 cannot be restricted to a specific direction.
上述中間支柱28其剖面形狀與內側空洞30形狀,係依據多種組合實驗後得出的結果。 The cross-sectional shape of the intermediate pillar 28 and the shape of the inner cavity 30 are based on the results of various combinations of experiments.
如第4圖所示,除了中間支柱28其彈力e1作用於橫樑26以外,持續彈性變形之橫樑26本身亦產生彈力e2。 As shown in FIG. 4, in addition to its role in elastic e 1 28 outside the center pillar brace 26 for elastic deformation of the cross member 26 itself also generates an elastic force e 2.
結果,該二彈力e1、e2係朝外側支柱29產生作用。 As a result, the two elastic forces e 1 , e 2 act toward the outer leg 29 .
朝外側支柱29作用之該些力,即係將外側支柱29壓合於公接頭10本體內之力(固著力)f2。 These forces acting toward the outer leg 29 are the force (fixing force) f 2 that presses the outer leg 29 against the body of the male connector 10.
換言之,相對於產生之固著力f1,彈力e1係作用於不同位置,因而產生固著力f2,以形成第4圖中之逆時針旋轉方向之旋轉力矩。固著力f2係朝剝離力F(第4圖中係順時針旋轉)反向產生作用,因此可防止封膠材20外側產生 外翹。 In other words, with respect to the generated fixing force f 1 , the elastic force e 1 acts on different positions, thereby generating the fixing force f 2 to form the rotational moment in the counterclockwise direction of rotation in FIG. 4 . The fixing force f 2 acts in the opposite direction to the peeling force F (clockwise rotation in Fig. 4), so that the outer side of the sealant 20 can be prevented from being warped.
透過上述力的轉換機制,嵌入部21外側,包含外側突緣23b,係可強力壓合於公接頭10本體內。 Through the above-described force conversion mechanism, the outer side of the insertion portion 21 includes the outer flange 23b, and can be strongly pressed into the body of the male connector 10.
將外側支柱29朝公接頭10本體內壓合之力(固著力)f2,亦與中間支柱28其剖面形狀及外側空洞31形狀有極大關聯。 The force (fixing force) f 2 that presses the outer leg 29 into the body of the male joint 10 is also greatly related to the cross-sectional shape of the center pillar 28 and the shape of the outer cavity 31.
舉例而言,若中間支柱28其剖面形狀係如內側支柱27呈均一厚度,且內側空洞30及外側空洞31形狀係呈四角形、圓形或橢圓形,則無法將固著力f2限制於特定方向。 For example, if the middle pillar 28 has a cross-sectional shape such that the inner pillar 27 has a uniform thickness, and the inner cavity 30 and the outer cavity 31 have a quadrangular shape, a circular shape or an elliptical shape, the fixing force f 2 cannot be restricted to a specific direction. .
上述中間支柱28其剖面形狀與外側空洞31形狀,係依據多種組合實驗後得出的結果。 The cross-sectional shape of the intermediate pillar 28 and the shape of the outer cavity 31 are based on the results of various combinations of experiments.
本發明中,藉由上述力的轉換機制,係將作用於封膠材20之外力最終轉換成封膠材20之固著力f2,並可有效、確實地防止嵌入部21外側產生外翹。 In the present invention, by the above-described force conversion mechanism, the external force acting on the sealant 20 is finally converted into the fixing force f 2 of the sealant 20, and the outer warping of the outer side of the insert portion 21 can be effectively and surely prevented.
更因固著力f2加強嵌入部21與公接頭10本體間的壓合力,所以,可進一步強化嵌入部21與公接頭10本體間之密封性。 Further, since the fixing force f 2 strengthens the pressing force between the fitting portion 21 and the body of the male joint 10, the sealing property between the fitting portion 21 and the body of the male joint 10 can be further enhanced.
再者,並未將封膠材20其嵌入部21限制於上述形態中,係可運用熟知之形態。 Further, the sealing member 20 is not restricted to the above-described form by the fitting portion 21, and a well-known form can be used.
另,除了讓封膠材20整體硬度呈均一硬度外,嵌入部21與止水部25亦可具備相異之硬度。 Further, in addition to making the overall hardness of the sealant 20 uniform, the insert portion 21 and the water stop portion 25 may have different hardnesses.
10‧‧‧公接頭 10‧‧‧ Male connector
11‧‧‧母接頭 11‧‧‧Female connector
20‧‧‧封膠材 20‧‧‧ Sealing material
21‧‧‧封膠材其嵌入部 21‧‧‧ Sealing material in the embedded part
22‧‧‧底部 22‧‧‧ bottom
23a‧‧‧內側突緣 23a‧‧‧Inside flange
23b‧‧‧外側突緣 23b‧‧‧ lateral flange
24‧‧‧卡合槽 24‧‧‧ snap groove
25‧‧‧封膠材其止水部 25‧‧‧ Sealing material, its water stop
25a‧‧‧內側唇部 25a‧‧‧ inside lip
25b‧‧‧中間唇部 25b‧‧‧Intermediate lip
25c‧‧‧外側唇部 25c‧‧‧Outer lip
26‧‧‧橫樑 26‧‧‧ beams
27‧‧‧內側支柱 27‧‧‧ inside pillar
28‧‧‧中間支柱 28‧‧‧ middle pillar
29‧‧‧外側支柱 29‧‧‧Outer pillar
30‧‧‧內側空洞 30‧‧‧ inside cavity
31‧‧‧外側空洞 31‧‧‧Outside cavity
[第1圖] 本發明封膠材之立體圖。 [Fig. 1] A perspective view of a sealant of the present invention.
[第2圖] 封膠材其放大剖面圖。 [Fig. 2] An enlarged sectional view of the sealant.
[第3圖] 初步嵌合時之接頭部剖面圖。 [Fig. 3] A cross-sectional view of the joint portion at the time of preliminary fitting.
[第4圖] 嵌合後之接頭部剖面圖。 [Fig. 4] A cross-sectional view of the joint portion after fitting.
[第5圖] 傳統封膠材之說明圖,其(a)係嵌合前之封膠材剖面圖,而(b)係嵌合時之封膠材剖面圖。 [Fig. 5] An explanatory view of a conventional sealant, wherein (a) is a cross-sectional view of the sealant before fitting, and (b) is a cross-sectional view of the sealant at the time of fitting.
10‧‧‧公接頭 10‧‧‧ Male connector
20‧‧‧封膠材 20‧‧‧ Sealing material
21‧‧‧嵌入部 21‧‧‧ embedded department
22‧‧‧底部 22‧‧‧ bottom
23a‧‧‧內側突緣 23a‧‧‧Inside flange
23b‧‧‧外側突緣 23b‧‧‧ lateral flange
24‧‧‧卡合槽 24‧‧‧ snap groove
25‧‧‧止水部 25‧‧‧Water Stop
25a‧‧‧內側唇部 25a‧‧‧ inside lip
25b‧‧‧中間唇部 25b‧‧‧Intermediate lip
25c‧‧‧外側唇部 25c‧‧‧Outer lip
26‧‧‧橫樑 26‧‧‧ beams
27‧‧‧內側支柱 27‧‧‧ inside pillar
28‧‧‧中間支柱 28‧‧‧ middle pillar
29‧‧‧外側支柱 29‧‧‧Outer pillar
30‧‧‧內側空洞 30‧‧‧ inside cavity
31‧‧‧外側空洞 31‧‧‧Outside cavity
Claims (5)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2011200629A JP5759841B2 (en) | 2011-09-14 | 2011-09-14 | Seal for pipe rod |
Publications (1)
Publication Number | Publication Date |
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TW201313996A true TW201313996A (en) | 2013-04-01 |
Family
ID=48179314
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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TW101133440A TW201313996A (en) | 2011-09-14 | 2012-09-13 | Sealing material for conduit |
Country Status (3)
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JP (1) | JP5759841B2 (en) |
KR (1) | KR20130029322A (en) |
TW (1) | TW201313996A (en) |
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KR102206034B1 (en) * | 2019-09-05 | 2021-01-21 | 주식회사 한도이앤씨 | Precast concrete box culvert with seismic variable watertight rubber ring |
KR102298176B1 (en) * | 2021-01-13 | 2021-09-07 | 전준모 | Seismic box culvert with improved watertightness and airtightness |
CN112900367B (en) * | 2021-01-27 | 2023-03-24 | 中铁十二局集团有限公司 | Temporary blocking method for full-water hidden culvert |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS58132285U (en) * | 1982-02-27 | 1983-09-06 | 秩父コンクリ−ト工業株式会社 | Elastic ring for water stop |
JPS5913780U (en) * | 1982-07-19 | 1984-01-27 | 日本ゼニスパイプ株式会社 | Gasket for concrete pipe joints |
JP2006177094A (en) * | 2004-12-24 | 2006-07-06 | Tokyo Electric Power Co Inc:The | Sealing device for jacking pipe, and jacking pipe |
JP4871377B2 (en) * | 2009-08-11 | 2012-02-08 | 日本ゼニスパイプ株式会社 | Rubber ring mounting structure |
-
2011
- 2011-09-14 JP JP2011200629A patent/JP5759841B2/en active Active
-
2012
- 2012-02-22 KR KR1020120018021A patent/KR20130029322A/en not_active Application Discontinuation
- 2012-09-13 TW TW101133440A patent/TW201313996A/en unknown
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JP5759841B2 (en) | 2015-08-05 |
JP2013060760A (en) | 2013-04-04 |
KR20130029322A (en) | 2013-03-22 |
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