TW201307638A - Open channel block and joint structure thereof fit to each other - Google Patents
Open channel block and joint structure thereof fit to each other Download PDFInfo
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- TW201307638A TW201307638A TW101126279A TW101126279A TW201307638A TW 201307638 A TW201307638 A TW 201307638A TW 101126279 A TW101126279 A TW 101126279A TW 101126279 A TW101126279 A TW 101126279A TW 201307638 A TW201307638 A TW 201307638A
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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
- 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
- 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
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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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Abstract
Description
本發明係關於一種適用於剖面呈U字型或ㄈ字型之預鑄製(precast)大型明渠塊材之耐震搭接技術,尤其係關於一種透過簡易工程以抑制明渠塊材位移,且能發揮較佳耐震性之明渠塊材及其搭接結構。 The invention relates to a seismic splicing technology suitable for precast large open channel blocks with a U-shaped or U-shaped cross section, in particular to a simple engineering to suppress displacement of open channel blocks and to play Better shock-resistant open channel block and its lap joint structure.
一般係對接鋪設明渠塊材,並於各明渠塊材之接合部填充接合材,以確保止水性。 Generally, the open channel blocks are laid but the joints are filled at the joints of the open channels to ensure water repellency.
另,專利文獻1中揭露,於明渠塊材接合部設置封膠材以賦予其耐震性。而專利文獻1中揭露,於明渠塊材其呈U字型或ㄈ字型之平坦端面整體全長上形成具備缺口之安裝孔,並於具備缺口之安裝孔內插設封膠材其各端部。 Further, Patent Document 1 discloses that a sealant is provided at the joint portion of the open channel to impart shock resistance. Further, in Patent Document 1, a mounting hole having a notch is formed on the entire length of a flat end surface of a U-shaped or U-shaped block, and each end portion of the sealing material is inserted into a mounting hole having a notch. .
專利文獻2中揭露,於對向鋪設之明渠塊材內周面整體間設置可撓性封膠材。 Patent Document 2 discloses that a flexible sealant is provided between the entire inner peripheral surface of the open channel block to be laid.
[專利文獻1]日本發明專利特開平10-292506號公報(第1~3圖) [Patent Document 1] Japanese Patent Laid-Open No. Hei 10-292506 (pp. 1 to 3)
[專利文獻2]日本發明專利特開2005-126985號公報(第1、2圖) [Patent Document 2] Japanese Patent Laid-Open Publication No. 2005-126985 (Figs. 1 and 2)
傳統明渠塊材係具備以下缺點。 Traditional open channel blocks have the following disadvantages.
<1>明渠塊材普遍不具備搭接部,而僅對接鋪設明渠塊材。 <1> Open channel blocks generally do not have lap joints, but only open channel blocks are laid.
因此,當受到強震等強大外力作用時,各明渠塊材之對接處係產生縫 隙、彎曲或剪應方向之位移,而導致喪失水道功能,並對後續的修復工程造成嚴重阻礙。 Therefore, when subjected to strong external forces such as strong earthquakes, the joints of the open channel blocks are seamed. Gap, bending or shearing displacement, resulting in loss of waterway function, and serious obstacles to subsequent repair works.
<2>防止明渠塊材位移之方法,係利用連結金屬件或螺絲、螺帽等剛性連結明渠塊材其接合部。 <2> A method of preventing the displacement of the open channel block by rigidly joining the joint portion of the open channel block by a connecting metal member, a screw, or a nut.
剛性連結後,雖將鄰接之明渠塊材的位移限制於小範圍內,但當地震發生時,應力大量集中,而導致剛性連結處有破損之虞。 After the rigid connection, although the displacement of the adjacent open channel block is limited to a small range, when the earthquake occurs, the stress is concentrated in a large amount, and the rigid joint is damaged.
<3>專利文獻1所記載之耐震結構,其封膠材之施工不僅繁雜,且當明渠塊材其位移超出封膠材之強度極限時,封膠材係產生外露或斷裂,致使接合部喪失止水性。 <3> The shock-resistant structure described in Patent Document 1 is not only complicated in construction of the sealant, but when the displacement of the open channel block exceeds the strength limit of the sealant, the sealant is exposed or broken, resulting in loss of the joint. Waterstop.
<4>頂部開放之明渠塊材,基於下述理由,以致較難運用暗渠塊材中所熟知之內套搭接結構。 <4> The top open open channel block is difficult to use the inner lap joint structure well known in the culvert block for the following reasons.
即,即便於明渠塊材各端形成母接頭與公接頭,同時於任一側U字型搭接部上固接封膠材,亦會因封膠材其彈力而抵撐內側公接頭而使鄰接之明渠塊材間產生高低落差,或因封膠材彈力自上方散失而無法充分發揮密封性能,亦或者因封膠材其彈力導致明渠塊材內外側側壁各自朝內外側傾斜等,而產生眾多故障情況。 That is, even if the female connector and the male connector are formed at each end of the open channel block, and the sealing material is fixed to the U-shaped overlapping portion on either side, the rubber material of the sealing material is used to resist the inner male connector. A high or low drop occurs between the adjacent open channel blocks, or the sealing performance cannot be fully exerted due to the elastic force of the sealing material from above, or the inner and outer side walls of the open channel block are inclined toward the inner side and the outer side due to the elastic force of the sealing material. Numerous fault conditions.
<5>近期強震係導致上下水道、農業所使用之明渠受到嚴重損壞,因此,其設計強度或耐震標準係隨之進行調整。 <5> The recent strong earthquakes have caused serious damage to the open channels used in water and sewage and agriculture. Therefore, the design strength or seismic standard is adjusted accordingly.
在此環境背景下,係急需一種對強震具有實際效用之明渠塊材的耐震搭接部。 In this context, there is an urgent need for a seismic splicing joint for open channel blocks that have practical effects on strong earthquakes.
本發明有鑑於上述問題點,係提供至少下述一項之明渠塊材及其搭接結構。 The present invention has been made in view of the above problems, and provides an open channel block of at least one of the following and a lap joint structure thereof.
<1>提供一種可有效防止鄰接之明渠塊材間產生上下左右之變形或扭曲,且耐震性較佳之搭接部。 <1> Provided is a lap joint which can effectively prevent deformation or distortion of up and down and left and right between adjacent open channel blocks, and which has better shock resistance.
<2>活用封膠材其彈力,以輕易將明渠塊材軸心相對齊。 <2> Use the elastic material of the sealing material to easily align the axis of the open channel block.
<3>縮減施工程序或工種,以加強施工效率。 <3> Reduce construction procedures or types of work to enhance construction efficiency.
<4>當鄰接之明渠塊材朝軸心方向位移時,能維持良好的止水性。 <4> When the adjacent open channel block is displaced in the axial direction, good water repellency can be maintained.
本發明之第一部份係提供一種明渠塊材,其係為一具有底板與側壁共三面,且上方開放之塊體,且其二側端部形成有相互內套嵌合之插栓與套口,並於該插栓或套口的一側對向面連續設置封膠材,其中,於該套口頂端部以外的位置形成可容置該插栓之凹槽空間,且該插栓係可嵌入該凹槽空間之空隙內。 The first part of the present invention provides an open channel block, which is a block having a bottom plate and a side wall and having three sides open, and the two ends are formed with plugs and sleeves which are fitted to each other. And a sealing material is continuously disposed on a side opposite to the plug or the sleeve, wherein a groove space for accommodating the plug is formed at a position other than the top end of the sleeve, and the plug is Can be embedded in the gap of the groove space.
本發明之第二部份係提供一種明渠塊材,其係為一具有底板與側壁共三面,且上方開放之塊體,且其二側端部形成有相互內套嵌合之插栓與套口,並於該插栓或套口的一側對向面連續設置封膠材,其中,該套口頂端部形成有可限制該插栓上下位移之上顎。 The second part of the present invention provides an open channel block, which is a block having a bottom plate and a side wall and having three sides open, and the two ends are formed with plugs and sleeves which are fitted to each other. And sealing the sealing material on the opposite side of the plug or the sleeve, wherein the top end of the sleeve is formed to limit the upper and lower displacement of the plug.
本發明之第三部份係提供該第一或第二部份之明渠塊材,其中,該封膠材係由插設於該插栓與套口對向面之底部封膠、側部封膠及頂部封膠所形成,且該頂部封膠係設置於上顎底面或插栓頂面之一側對向面上。 The third part of the present invention provides the first or second part of the open channel block, wherein the sealing material is sealed by the bottom of the plug and the opposite side of the sleeve, and the side seal The glue and the top seal are formed, and the top seal is disposed on the upper surface of the upper jaw or on the side opposite to the top surface of the plug.
本發明之第四部份係提供該第二或第三部份之明渠塊材,其中,該套口上顎底面及插栓頂面係朝明渠塊材內側傾斜。 The fourth aspect of the present invention provides the second or third portion of the open channel block, wherein the upper surface of the upper surface of the sleeve and the top surface of the plug are inclined toward the inner side of the open channel block.
本發明之第五部份係提供該第四部份之明渠塊材,其中,該套口上顎底面之夾角係大於或等於插栓頂面之夾角。 The fifth part of the present invention provides the open channel block of the fourth part, wherein the angle of the bottom surface of the upper surface of the sleeve is greater than or equal to the angle between the top surfaces of the plugs.
本發明之第六部份係提供第三至第五任一部份之明渠塊材,其中,該頂部封膠硬度係大於底部封膠。 A sixth aspect of the invention provides the open channel block of any of the third to fifth aspects, wherein the top sealant has a greater hardness than the bottom seal.
本發明之第七部份係提供第一至第六任一部份之明渠塊材,其中,該插栓或套口其一側對向面係設置有封膠材,而該插栓或套口其另一側對向面係與塊材軸心大致平行之平面。 The seventh aspect of the present invention provides the open channel block of any one of the first to sixth aspects, wherein the plug or the sleeve is provided with a sealant on one side of the opposite side, and the plug or sleeve The opposite side of the mouth is a plane substantially parallel to the axis of the block.
本發明之第八部份係提供一種明渠塊材其搭接結構,其使用之明渠塊材係為具有底板與側壁共三面,且上方開放之塊體,並於二側端部形成相互內套嵌合之插栓與套口,而該插栓或套口之一側對向面係連續設置有封膠材,再將鄰接之該明渠塊材其插栓與套口相內套嵌合,其中,於該套口頂端部以外的位置形成可容置該插栓之凹槽空間,且該插栓係嵌入該凹槽空間之空隙內。 The eighth part of the present invention provides a lap joint structure of an open channel block, wherein the open channel block is a block having three sides of the bottom plate and the side wall, and the upper part is open, and the inner side sleeve is formed at the two end portions. a fitting plug and a sleeve, and one side of the plug or the sleeve is continuously provided with a sealing material, and the plug of the adjacent open channel block is fitted into the sleeve, Wherein, a recess space for accommodating the plug is formed at a position other than the top end of the sleeve, and the plug is embedded in the gap of the recess space.
本發明之第九部份係提供一種明渠塊材其搭接結構,其使用之明渠塊材係為具有底板與側壁共三面,且上方開放之塊體,並於二側端部形成相互內套嵌合之插栓與套口,而該插栓或套口之一側對向面係連續設置有封膠材,再將鄰接之該明渠塊材其插栓與套口相內套嵌合,其中,於內套嵌合之該插栓與套口對向面連續插設封膠材,且該套口上顎底面係定位出插栓頂面。 The ninth part of the present invention provides a lap joint structure of an open channel block, wherein the open channel block is a block having a bottom plate and a side wall and having three sides, and the upper part is open, and the inner side sleeve is formed at the two end portions. a fitting plug and a sleeve, and one side of the plug or the sleeve is continuously provided with a sealing material, and the plug of the adjacent open channel block is fitted into the sleeve, Wherein, the plug is inserted into the opposite side of the sleeve and the sealing material is continuously inserted, and the top surface of the sleeve is positioned on the top surface of the plug.
本發明之第十部份係提供第九部份之明渠塊材其搭接結構,其中,該封膠材係由插設於該插栓與套口對向面之底部封膠、側部封膠及頂部封膠所形成,且該頂部封膠係位於上顎底面與插栓頂面間。 The tenth part of the present invention provides the overlapping structure of the open channel block of the ninth part, wherein the sealing material is sealed by the bottom of the plug and the opposite side of the sleeve, and the side seal The glue and the top seal are formed, and the top seal is located between the bottom surface of the upper jaw and the top surface of the plug.
本發明之第十一部份係提供第九部份之明渠塊材其搭接結構,其中,該套口上顎底面及插栓頂面係朝明渠塊材內側傾斜。 An eleventh aspect of the present invention provides the lap joint structure of the open channel block of the ninth part, wherein the bottom surface of the upper surface of the sleeve and the top surface of the plug are inclined toward the inner side of the open channel block.
本發明之第十二部份係提供第十一部份之明渠塊材其搭接結構,其中,該套口上顎底面之夾角係大於或等於插栓頂面之夾角。 The twelfth part of the present invention provides the lap joint structure of the open channel block of the eleventh portion, wherein the angle of the bottom surface of the upper edge of the sleeve is greater than or equal to the angle between the top surfaces of the plugs.
本發明之第十三部份係提供第八至第十任一部份之明渠塊材其搭接結構,其中,該頂部封膠硬度係大於底部封膠。 A thirteenth aspect of the present invention provides the lap joint structure of the open channel block of any one of the eighth to tenth aspects, wherein the top sealant has a hardness greater than that of the bottom seal.
本發明之第十四部份係提供第八至第十三任一部份之明渠塊材其搭接結構,其中,該插栓或套口其一側對向面係設置有封膠材,而該插栓或套口其另一側對向面係與塊材軸心大致平行之平面,且該封膠材係與該插栓或套口其另一側對向面相接合。 The fourteenth aspect of the present invention provides the lap joint structure of the open channel block of any one of the eighth to the thirteenth portions, wherein the plug or the sleeve is provided with a sealant on one side of the facing surface. And the other side of the plug or the sleeve has a plane substantially parallel to the axis of the block, and the sealant is engaged with the opposite side of the plug or the sleeve.
本發明可發揮至少下述一項之效果。 The present invention can exert at least one of the effects described below.
<1>明渠塊材雖係頂部開放之結構,但可有效限制鄰接之明渠塊材其內套嵌合之搭接部所產生之上下方向剪應力變形(偏移)、左右方向位移或扭曲。 <1> Although the open channel block is a structure with an open top, it can effectively limit the upper and lower shear stress deformation (offset), displacement in the left and right direction, or distortion caused by the overlapping portions of the adjacent open channel blocks.
因此,可提供一種能防止明渠塊材間產生高低落差,且耐震性較佳之搭接部。 Therefore, it is possible to provide a lap joint which can prevent a high and low drop between the open channel blocks and which is excellent in shock resistance.
<2>插設於插栓與套口對向面之封膠材,係朝內套嵌合之搭接部產生上下左右方向之彈力作用,因此可活用封膠材其彈力而自動進行明渠塊材軸心之對齊。 <2> The sealing material inserted in the opposite direction of the plug and the sleeve is elastically applied in the up, down, left and right direction of the lap joint which is fitted toward the inner sleeve, so that the elastic material can be used to automatically perform the open channel block. The alignment of the material axes.
<3>將鄰接之明渠塊材其插栓與套口相內套嵌合,藉此將容置於套口內之插栓頂面間隔頂部封膠地定位於上顎底面。 <3> The plugs of the adjacent open channel blocks are fitted into the sleeves, thereby positioning the top surface of the plugs placed in the sleeves at the top of the top of the upper jaws.
因此,鄰接之明渠塊材係可無產生高低落差地彈性結合。 Therefore, the adjacent open channel block can be elastically combined without generating a high and low drop.
<4>省略傳統技術手段中於鄰接之明渠塊材間利用連結金屬件或螺 絲、螺帽等進行剛性連結之程序,以縮減施工程序與工種,藉此加強施工效率。 <4> Omit the traditional technical means to use connecting metal parts or snails between adjacent open channel blocks The procedure of rigid connection of wires, nuts, etc., to reduce construction procedures and types of work, thereby enhancing construction efficiency.
<5>將設置於插栓或套口其一側對向面之封膠材接合於與塊體軸心大致平行之另一側對向面上,藉此,即便地震等導致明渠塊材朝軸心方向產生滑移,亦可維持良好的止水性。 <5> The sealing material disposed on the opposite side of the plug or the sleeve is joined to the opposite side of the other side substantially parallel to the axis of the block, thereby causing the open channel block to face even an earthquake or the like. The axial direction produces slippage and maintains good water repellency.
以下係參照圖式以說明本發明之實施形態。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
圖一係為鋪設有複數個明渠塊材10之明渠立體圖;圖二係為將明渠塊材10單體前後分割後之搭接部側視立體圖;圖三係為明渠塊材10其搭接部之橫向剖面圖。 Figure 1 is a perspective view of an open channel with a plurality of open channel blocks 10; Figure 2 is a side perspective view of the overlapping portion of the open channel block 10 before and after being separated; Figure 3 is a lap joint of the open channel block 10 Transverse profile view.
本發明之明渠塊材10具備底板10a與側壁10b、10b共三面,係為上方開放且剖面呈U字型或ㄈ字型之塊體,且其二側端部係一體成形為可相互內套嵌合之插栓(公接頭)11及套口(母接頭)12。 The open channel block 10 of the present invention comprises a bottom plate 10a and three sides of the side walls 10b and 10b, which are open and have a U-shaped or U-shaped cross section, and the two end portions are integrally formed to be mutually slidable. A fitting plug (male) 11 and a socket (female) 12 are provided.
該插栓11與套口12的形狀簡單,因而於模板內填充水泥以形成明渠塊材10時可一體成形,不須另追加製程。 The plug 11 and the socket 12 have a simple shape, so that the cement can be integrally formed when the template is filled with cement to form the open channel block 10, and no additional process is required.
該插栓11與套口12其一側對向面係固接有呈U字型或ㄈ字型之封膠材20。本實施例係揭露於該插栓11周面連續附加設置封膠材20之形態。 The plug 11 and the sleeve 12 are fixed to the opposite side of the sleeve 12 with a U-shaped or U-shaped sealing material 20. This embodiment discloses a form in which the sealing material 20 is continuously provided on the circumferential surface of the plug 11 .
如圖一、圖二所示,本發明於套口12頂端部以外的位置形成可容置插栓11之凹槽空間12a,而插栓11係嵌入該凹槽空間12a之空隙內,藉此限制插 栓11及套口12其上下位移。 As shown in FIG. 1 and FIG. 2, the present invention forms a recessed space 12a for receiving the plug 11 at a position other than the top end of the socket 12, and the plug 11 is embedded in the gap of the recessed space 12a. Limit insertion The plug 11 and the sleeve 12 are displaced up and down.
透過可內套嵌合之插栓11與套口12,以及插設於插栓11與套口12間之封膠材20,藉此組成止水性較強之彈性搭接部(耐震搭接部)。 Through the inserting plug 11 and the sleeve 12 which can be fitted together, and the sealing material 20 inserted between the plug 11 and the sleeve 12, thereby forming an elastic lap joint with strong water resistance (seismic lap joint) ).
以下將進一步說明該明渠塊材10其細部元件。 The detail elements of the open channel block 10 will be further described below.
插栓11係與套口12相嵌合之突出搭接部,其厚度小於明渠塊材10之本體厚度。插栓11內周面與明渠塊材10內周面係齊平。 The plug 11 is a protruding lap portion that fits into the socket 12 and has a thickness smaller than the body thickness of the open channel block 10. The inner circumferential surface of the plug 11 is flush with the inner circumferential surface of the open channel block 10.
插栓11並不等同於明渠塊材10其整體周長,而係明渠塊材10其二側壁10b頂部以外的整體周長。 The plug 11 is not equivalent to the overall circumference of the open channel block 10, but is the overall perimeter of the open channel block 10 beyond the top of its two side walls 10b.
插栓11其高度係稍低於明渠塊材10之側壁10b,而插栓11其頂面11c與側壁10b其頂面10c間係有高低落差。 The plug 11 has a height slightly lower than the side wall 10b of the open channel block 10, and the top surface 11c of the plug 11 has a height difference from the top surface 10c of the side wall 10b.
插栓11其結構特徵係無形成插栓11上方之突起物,且插栓11上方周圍可視為係明渠塊材10端面之倒L字型外露面。 The plug 11 has a structural feature that does not form a protrusion above the plug 11, and the periphery of the plug 11 can be regarded as an inverted L-shaped exposed surface of the end face of the open channel block 10.
本實施例所揭露之形態中,插栓11其本體厚度均一,且插栓11外周面係與明渠塊材10軸心相平行,但插栓11外周面亦可係前端漸薄之斜面(錐形面)。 In the embodiment disclosed in the embodiment, the plug 11 has a uniform body thickness, and the outer peripheral surface of the plug 11 is parallel to the axis of the open channel block 10, but the outer peripheral surface of the plug 11 may be a tapered surface at the front end (cone) Shaped).
套口12係可與插栓11相嵌合之凹陷搭接部,其厚度小於明渠塊材10之本體厚度。套口12外周面與明渠塊材10外周面係齊平。 The sleeve 12 is a recessed lap joint that can be engaged with the plug 11 and has a thickness smaller than the body thickness of the open channel block 10. The outer peripheral surface of the sleeve 12 is flush with the outer peripheral surface of the open channel block 10.
套口12並不等同於明渠塊材10其整體周長,而係明渠塊材10其二側壁10b頂部以外的整體周長。 The sleeve 12 is not equivalent to the overall circumference of the open channel block 10, but is the overall perimeter of the open channel block 10 beyond the top of its two side walls 10b.
套口12其高度係稍低於明渠塊材10之側壁10b。 The sleeve 12 has a height slightly lower than the side wall 10b of the open channel block 10.
套口12其結構特徵係於套口12頂端部形成位於套口12上方之上顎13,其用以關閉容置空間,藉此將上下位移侷限於上顎13其底面13a與插口11之間。 The structural feature of the sleeve 12 is formed on the top end of the sleeve 12 above the sleeve 12 above the socket 13 for closing the accommodation space, thereby limiting the upper and lower displacements between the bottom surface 13a of the upper jaw 13 and the socket 11.
該插栓11或套口12其一側對向面係設置有封膠材20,而插栓11或套口12其另一側對向面係與塊體軸心大致平行之平面。 The plug 11 or the sleeve 12 is provided with a sealant 20 on one side of the facing surface, and the opposite side of the plug 11 or the sleeve 12 is substantially parallel to the axis of the block.
本實施例其套口12內周面係與明渠塊材10軸心(嵌合方向)大致平行或平行之平面。 In the present embodiment, the inner circumferential surface of the socket 12 is substantially parallel or parallel to the axis (the fitting direction) of the open channel block 10.
其係當內套嵌合後,產生軸方向位移時,用以限制封膠材20與套口12內周面間之密封距離。 It is used to limit the sealing distance between the sealant 20 and the inner peripheral surface of the sleeve 12 when the inner sleeve is fitted and displaced in the axial direction.
封膠材20係由插設於該插栓11與套口12對向面之底部封膠21、側部封膠22、頂部封膠23所形成,並將該頂部封膠23設置於上顎13底面或插栓11頂面11c其一側對向面上即可。 The sealant 20 is formed by the bottom sealant 21, the side sealant 22, and the top sealant 23 which are inserted into the opposite faces of the plug 11 and the sleeve 12, and the top sealant 23 is disposed on the top cover 13 The bottom surface or the top surface 11c of the plug 11 may be on one side of the opposite surface.
參照圖三以進一步說明。本實施例之封膠材20係由設置於插栓11底部(外圍底面11a)之底部封膠21、設置於插栓11側部(外圍側面11b)之側部封膠22及設置於插栓11頂部(頂面11c)之頂部封膠23所組成,該些封膠21~23係連續固接於插栓11周面。 Refer to Figure 3 for further explanation. The sealing material 20 of the present embodiment is provided by a bottom sealant 21 disposed at the bottom of the plug 11 (peripheral bottom surface 11a), a side sealant 22 disposed on the side of the plug 11 (peripheral side 11b), and a plug 11 is composed of a top seal 23 of the top portion (top surface 11c), and the sealants 21 to 23 are continuously fixed to the peripheral surface of the plug 11 .
封膠材20係插設於內套嵌合之插栓11與套口12對向面間之封膠材。封膠材20可使用熟知之橡膠製封膠材。 The sealant 20 is inserted into the sealing material between the plug 11 of the inner sleeve and the opposite surface of the sleeve 12. As the sealant 20, a well-known rubber sealant can be used.
本實施例雖針對組成封膠材20之各封膠21~23其硬度均一之情況進行說明,但亦可賦予各部位大小不均一之硬度。 In the present embodiment, the hardness of each of the sealants 21 to 23 constituting the sealant 20 is uniform, but the hardness of each portion may be uneven.
此外,封膠材20之設置時間點,係可於形成明渠塊材10時,事先埋設、 裝設封膠材20,亦可於形成明渠塊材10後,藉由接著劑等後續加設。 In addition, the setting time of the sealing material 20 can be embedded in advance when the open channel block 10 is formed. The sealing material 20 may be installed, and after the open channel block 10 is formed, it may be subsequently added by an adhesive or the like.
本發明不僅於插栓11其U字型外周面設置封膠材20,另於插栓11頂面11c連續設置頂部封膠23。 The present invention not only provides the plug material 20 on the U-shaped outer peripheral surface of the plug 11 but also the top seal 23 on the top surface 11c of the plug 11.
設置頂部封膠23係用以於內套嵌合插栓11與套口12後,可自上顎13取得之反作用力且讓整體封膠材20其封膠材20彈力不會散失。 The top sealant 23 is provided for the reaction force obtained from the upper jaw 13 after the inner sleeve fitting plug 11 and the sleeve 12 are obtained, and the elastic force of the sealant 20 of the integral sealant 20 is not lost.
換言之,用以於內套嵌合後,於頂部封膠23與底部封膠21間製造出上下相互作用之彈力關係(作用力、反作用力關係)。 In other words, after the inner sleeve is fitted, an elastic force relationship (force force, reaction force relationship) between the top sealant 23 and the bottom sealant 21 is created.
參照圖一以說明明渠塊材10之接合方法。係將預計鋪設(左方)之明渠塊材10其插口11嵌合於已鋪設(右方)之明渠塊材10其套口12上,或者以相反之組成相嵌合,藉此依序連結明渠塊材10。 Referring to Figure 1, the joining method of the open channel block 10 will be described. The socket 11 of the open channel block 10 (the left side) is expected to be fitted to the socket 12 of the laid (right) open channel block 10, or the opposite component is fitted, thereby sequentially connecting Open channel block 10.
如圖四所示,容置於套口12之插栓11,其頂面11c係間隔頂部封膠23地透過套口12其上顎13加以定位。 As shown in FIG. 4, the plug 11 received in the sleeve 12 has a top surface 11c which is positioned through the upper opening 13 of the sleeve 12 via the top seal 23.
因此,可有效防止插栓11之浮拱,讓鄰接之明渠塊材10、10間不會產生高低落差。 Therefore, the floating arch of the plug 11 can be effectively prevented, and the height difference between the adjacent open channel blocks 10 and 10 is not generated.
本發明係省略傳統技術手段中於鄰接之明渠塊材10、10間利用連結金屬件或螺絲、螺帽等剛性連結之程序,以加強施工效率。 The invention omits the procedure of rigid connection between the adjacent open channel blocks 10, 10 by connecting metal parts or screws, nuts and the like in the conventional technical means to enhance the construction efficiency.
以下將進一步說明耐震搭接部之各種作用。 The various functions of the seismic lap joint will be further explained below.
圖三中,僅透過內套嵌合插栓11與套口12,而使插設於搭接部對向面之封膠材20朝上下左右方向產生彈力作用。 In Fig. 3, only the inner sleeve fitting plug 11 and the socket 12 are passed, and the sealing material 20 inserted in the opposing surface of the overlapping portion is elastically moved in the up, down, left, and right directions.
透過封膠材20其彈力,而使插栓11於套口12內部呈現懸浮狀態。 Through the elastic force of the sealant 20, the plug 11 is suspended inside the sleeve 12.
因此,內部之插栓11係可自動對齊套口12之軸心,而可省略以作業人員對齊軸心之程序。 Therefore, the inner plug 11 can automatically align the axis of the sleeve 12, and the procedure of aligning the axis with the operator can be omitted.
第3圖中,頂部封膠23係自套口12其上顎13取得反作用力而向下產生彈力,底部封膠21係自套口12其底面取得反作用力而向上產生彈力,側部封膠22係自套口12其側面取得反作用力而橫向產生彈力。 In Fig. 3, the top seal 23 is self-sleeve 12, and the upper jaw 13 takes a reaction force to generate an elastic force downward, and the bottom sealant 21 obtains a reaction force from the bottom surface of the sleeve 12 to generate an elastic force upward, and the side sealant 22 The reaction force is generated from the side of the sleeve 12 and the elastic force is generated laterally.
如以上所述,插設於插栓11與套口12其對向面之封膠材20,因彈力相互作用(彈力相互撞擊)的關係,使封膠材20與整體長度相等之套口12內周面相抵接。因而可發揮良好的止水效果。 As described above, the sealing material 20 inserted in the opposite direction of the plug 11 and the sleeve 12, the sealing material 20 is equal to the overall length of the sleeve 12 due to the elastic interaction (elastic interaction). The inner peripheral surface abuts. Therefore, it can exert a good water stopping effect.
如圖五(a)所示,套口12內周面係與明渠塊材10軸心(嵌合方向)大致平行或平行之平面。 As shown in Fig. 5(a), the inner circumferential surface of the socket 12 is a plane substantially parallel or parallel to the axis (fitting direction) of the open channel block 10.
因此,如圖五(b)所示,即便地震等使鄰接之明渠塊材10、10朝軸心方向(圖式之左右方向)產生滑移,其封膠材20與套口12內周面間的距離亦不會產生變化。 Therefore, as shown in FIG. 5(b), even if an earthquake or the like causes the adjacent open channel blocks 10 and 10 to slide in the axial direction (the left-right direction of the drawing), the sealant 20 and the inner periphery of the sleeve 12 are formed. The distance between them will not change.
距離若無產生變化,則封膠材20其壓合力亦不會產生變化,因此即便明渠塊材10、10朝軸心方向產生位移,亦可維持良好的密封狀態。 If the distance does not change, the pressure-sensitive adhesive 20 does not change its pressing force. Therefore, even if the open channel blocks 10 and 10 are displaced in the axial direction, a good sealing state can be maintained.
本發明明渠塊材10雖係頂部開放之結構,但因採用止水性較強之彈性耐震搭接部,而可如同暗渠般,於鄰接之明渠塊材10、10其內套嵌合之搭接部有效地限制上下左右方向之位移或扭曲。 Although the open channel block 10 of the present invention has a structure with an open top, the elastic shock-resistant lap joint with strong water-stopping property can be used as a culvert, and the lap joint of the adjacent open channel blocks 10 and 10 can be fitted. The part effectively limits displacement or distortion in the up, down, left, and right directions.
插設於插栓11與套口12其對向面之封膠材20,係可做為緩衝材使用。 The sealing material 20 inserted in the opposite direction of the plug 11 and the sleeve 12 can be used as a cushioning material.
因此,當鄰接之明渠塊材10、10產生上下左右方向位移、扭曲時,插栓11與套口12係不會互相產生干擾,所以可有效防止搭接部本體之破損及封膠材20之破損。 Therefore, when the adjacent open channel blocks 10 and 10 are displaced and twisted in the up, down, left, and right directions, the plug 11 and the socket 12 do not interfere with each other, so that the damage of the lap portion and the sealant 20 can be effectively prevented. damaged.
以下係說明其他實施形態,於說明時,與上述實施例相同之部位係標註為同一元件符號,並不另贅述。 In the following description, the same components as those in the above-described embodiments are denoted by the same reference numerals and will not be described again.
圖六所揭露之另一實施例,其頂部封膠23硬度係大於底部封膠21與側部封膠22之硬度。 In another embodiment disclosed in FIG. 6, the hardness of the top seal 23 is greater than the hardness of the bottom seal 21 and the side seal 22.
相較頂部封膠23,其底部封膠21係較長,若二封膠硬度相等,係造成內側插栓11浮拱。 Compared with the top sealant 23, the bottom sealant 21 is longer. If the hardness of the sealant is equal, the inner plug 11 is caused to float.
如本實施例所示,係增強頂部封膠23其硬度,另減弱底部封膠21與側部封膠22其硬度。 As shown in this embodiment, the hardness of the top sealant 23 is enhanced, and the hardness of the bottom sealant 21 and the side sealant 22 is further weakened.
特地讓組成封膠材20之底部封膠21與頂部封膠23具備硬度差,以輕鬆解決鄰接之明渠塊材10、10間所產生的上下落差。 Specifically, the bottom sealant 21 and the top sealant 23 constituting the sealant 20 have a hardness difference to easily solve the difference in the upper drop generated between the adjacent open channel blocks 10 and 10.
更減弱側部封膠22其硬度,使內套嵌合之搭接部側壁難以朝內外側產生縫隙。 The hardness of the side sealant 22 is further weakened, so that it is difficult for the side wall of the overlapping portion of the inner sleeve to be formed to have a slit toward the inner side.
如圖七所示,頂部開放之明渠塊材10其側壁係懸臂式結構,以致明渠塊材10其側壁易因封膠材20其側部封膠22之彈力而產生橫向縫隙。即,插 栓11側壁係朝內側傾斜,而套口12側壁朝外側傾斜。 As shown in FIG. 7, the open top open channel block 10 has a cantilever structure on its side wall, so that the side wall of the open channel block 10 is susceptible to a lateral gap due to the elastic force of the side sealant 22 of the sealant 20. That is, insert The side wall of the plug 11 is inclined toward the inner side, and the side wall of the socket 12 is inclined toward the outer side.
參照圖八~圖十以進一步說明另一實施例。其壓縮頂部封膠23端部,使關閉套口12頂端之上顎13底面13a朝明渠塊材10內側傾斜,藉此預防內套嵌合之搭接部側壁產生橫向縫隙(傾斜)。 Another embodiment will be further described with reference to FIGS. 8 to 10. The end portion of the top seal 23 is compressed so that the bottom surface 13a of the top surface 13 of the closing sleeve 12 is inclined toward the inner side of the open channel block 10, thereby preventing lateral slits (tilting) of the side wall of the overlapping portion of the inner sleeve fitting.
圖八係揭露上顎13其底面13a與插栓11其頂面11c朝明渠塊材10內側傾斜之形態。 Fig. 8 discloses a state in which the bottom surface 13a of the upper cymbal 13 and the top surface 11c of the plug 11 are inclined toward the inner side of the open channel block 10.
本實施例所揭露之形態,其相較插栓11頂面11c之夾角θ1(朝明渠塊材內側之傾斜角度),關閉套口12之上顎13底面13a其夾角θ2(朝明渠塊材內側之角度)係較大,且壓縮頂部封膠23端部。 In the embodiment disclosed in the embodiment, the angle θ 1 of the top surface 11c of the plug 11 (the angle of inclination toward the inner side of the open channel block) is closed, and the bottom surface 13a of the upper surface 13a of the sleeve 12 is closed at an angle θ 2 (toward the open channel block) The inside angle is larger and the end of the top seal 23 is compressed.
圖九所示之另一實施例,其相較插栓11頂面11c之夾角θ1(朝明渠塊材內側之傾斜角度),關閉套口12之上顎13底面13a其夾角θ2(朝明渠塊材內側之角度)係較小。 Another embodiment of the embodiment shown in Figure IX, which is compared with the plug 11 of a surface angle θ 11c (the inclination angle of the inner member toward the open channel block), the upper jaw 12 to close the mouth of the sleeve 13 the bottom surface 13a included angle θ 2 (toward the open channel The angle inside the block) is small.
圖九中,插栓11頂面11c之夾角θ1係呈水平(0°)。 In Fig. 9, the angle θ 1 of the top surface 11c of the plug 11 is horizontal (0°).
圖八、圖九所示之形態,其插栓11頂面11c與上顎13底面13a之夾角θ1、θ2係具備角度差,而插設有頂部封膠23之插栓11與套口12間的空間係朝明渠塊材內側漸漸變窄。 In the form shown in FIG. 8 and FIG. 9, the angles θ 1 and θ 2 between the top surface 11c of the plug 11 and the bottom surface 13a of the upper jaw 13 are angularly different, and the plug 11 and the socket 12 of the top seal 23 are inserted. The space between the rooms gradually narrows toward the inside of the open channel block.
因此,位於插栓11與套口12間的頂部封膠23,其壓縮力係朝端部漸漸增強,如同嵌入錐體般地變硬。即,頂部封膠23硬度係朝端部漸漸增加。 Therefore, the top seal 23 between the plug 11 and the sleeve 12 has a compressive force which gradually increases toward the end portion and hardens like a cone. That is, the hardness of the top seal 23 gradually increases toward the end.
因此,係可有效限制內套嵌合之插栓11與套口12所產生之橫向縫隙。 Therefore, it is possible to effectively limit the lateral gap generated by the plug 11 and the socket 12 of the inner sleeve fitting.
側壁間的分離力(separating force)越強,其防止側壁產生橫向縫隙的效 果越佳。 The stronger the separating force between the sidewalls, the more effective it is to prevent lateral sidewalls from creating a lateral gap. The better.
透過頂部封膠23之楔入效應,不僅可防止插栓11之撐抵作用,更具備提升防水性之優點。 Through the wedge effect of the top sealant 23, not only the anchoring action of the plug 11 but also the waterproof property is improved.
圖十所示之形態,其插栓11頂面11c之夾角θ1係等同於關閉套口12之上顎13底面13a其夾角θ2,且插栓11頂面11c與上顎13底面13a係相互平行。 In the embodiment shown in Fig. 10, the angle θ 1 of the top surface 11c of the plug 11 is equivalent to the angle θ 2 of the bottom surface 13a of the cymbal 13 on the closing sleeve 12, and the top surface 11c of the plug 11 and the bottom surface 13a of the upper cymbal 13 are parallel to each other. .
圖十所示之形態,其插設有頂部封膠23之插栓11與套口12間的空間係均一,因此,一般而言,頂部封膠23其彈力係均勻地作用於11c、13a二面上,而當側壁欲產生橫向縫隙時,頂部封膠23整體係受到插栓11與套口12其11c、13a二面的壓縮,致使頂部封膠23朝端部漸漸變硬。因而,如同上述形態,係可限制內套嵌合之插栓11與套口12所產生之橫向縫隙。 In the form shown in FIG. 10, the space between the plug 11 and the socket 12 in which the top seal 23 is inserted is uniform, and therefore, in general, the elastic force of the top seal 23 is uniformly applied to 11c, 13a. On the face, when the side wall is to produce a lateral gap, the top sealant 23 is integrally compressed by the plug 11 and the sleeve 12 11c, 13a on both sides thereof, so that the top seal 23 gradually hardens toward the end. Therefore, as in the above-described form, it is possible to restrict the lateral gap generated by the plug 11 and the socket 12 which are fitted by the inner sleeve.
上述頂部封膠之壓縮結構例1及2係適用於上述實施例2。 The compression molding examples 1 and 2 of the above top seal are applied to the above-described second embodiment.
頂部封膠23其彈力係大於底部封膠21與側部封膠22其彈力,進而可防止側壁產生橫向縫隙或改善密封效果等。 The elasticity of the top sealant 23 is greater than the elastic force of the bottom sealant 21 and the side sealant 22, thereby preventing lateral gaps in the side walls or improving the sealing effect.
10‧‧‧明渠塊材 10‧‧‧Open channel blocks
10a‧‧‧底板 10a‧‧‧floor
10b‧‧‧側壁 10b‧‧‧ sidewall
10c‧‧‧頂面 10c‧‧‧ top
11‧‧‧插栓(公接頭) 11‧‧‧ Plug (male)
11a‧‧‧外圍底面 11a‧‧‧ peripheral bottom
11b‧‧‧外圍側面 11b‧‧‧ peripheral side
11c‧‧‧插栓頂面 11c‧‧‧plug top surface
12‧‧‧套口(母接頭) 12‧‧‧ socket (female joint)
12a‧‧‧容置空間 12a‧‧‧ accommodating space
13‧‧‧上顎 13‧‧‧Upper
13a‧‧‧上顎底面 13a‧‧‧Upper bottom
20‧‧‧封膠材 20‧‧‧ Sealing material
21‧‧‧底部封膠 21‧‧‧Bottom sealant
22‧‧‧側部封膠 22‧‧‧Side sealant
23‧‧‧頂部封膠 23‧‧‧Top sealant
圖一為鋪設有實施例1之複數明渠塊材之明渠立體圖。 Figure 1 is a perspective view of an open channel in which a plurality of open channel blocks of Embodiment 1 are laid.
圖二為將明渠塊材前後分割後之搭接部側視立體圖。 Figure 2 is a side perspective view of the lap joint of the open channel block.
圖三為明渠塊材其搭接部之橫向剖面圖。 Figure 3 is a transverse cross-sectional view of the lap joint of the open channel block.
圖四為圖三之IV-IV剖面圖。 Figure 4 is a cross-sectional view of IV-IV of Figure 3.
圖五為圖三之V-V剖面圖,而圖五(a)係位移前之剖面圖,圖五(b)係位移後之剖面圖。 Figure 5 is a V-V cross-sectional view of Figure 3, and Figure 5 (a) is a cross-sectional view before displacement, and Figure 5 (b) is a cross-sectional view after displacement.
圖六為實施例2之部分省略之明渠塊材搭接部橫向剖面圖。 Figure 6 is a transverse cross-sectional view of the overlapping portion of the open channel block of the second embodiment.
圖七為明渠塊材模型圖,其用以說明因封膠材而傾倒之側壁。 Figure 7 is a model diagram of the open channel block, which is used to illustrate the side wall that is dumped due to the sealant.
圖八為實施例3之部分省略之明渠塊材搭接部橫向剖面圖。 Figure 8 is a transverse cross-sectional view of the open channel block lap portion of the embodiment 3 omitted.
圖九為實施例3之部分省略之明渠塊材搭接部局部放大橫向剖面圖。 Figure 9 is a partially enlarged transverse cross-sectional view showing the overlapping portion of the open channel block of the third embodiment.
圖十為實施例3之部分省略之明渠塊材搭接部局部放大橫向剖面圖。 Figure 10 is a partially enlarged transverse cross-sectional view of the open channel block lap portion of the embodiment 3 omitted.
10‧‧‧明渠塊材 10‧‧‧Open channel blocks
10a‧‧‧底板 10a‧‧‧floor
10b‧‧‧側壁 10b‧‧‧ sidewall
10c‧‧‧頂面 10c‧‧‧ top
11‧‧‧插栓(公接頭) 11‧‧‧ Plug (male)
11a‧‧‧外圍底面 11a‧‧‧ peripheral bottom
11b‧‧‧外圍側面 11b‧‧‧ peripheral side
11c‧‧‧插栓頂面 11c‧‧‧plug top surface
12‧‧‧套口(母接頭) 12‧‧‧ socket (female joint)
12a‧‧‧容置空間 12a‧‧‧ accommodating space
13‧‧‧上顎 13‧‧‧Upper
13a‧‧‧上顎底面 13a‧‧‧Upper bottom
20‧‧‧封膠材 20‧‧‧ Sealing material
21‧‧‧底部封膠 21‧‧‧Bottom sealant
Claims (14)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2011161321A JP5822582B2 (en) | 2011-07-22 | 2011-07-22 | Opening block and its joint structure |
Publications (1)
Publication Number | Publication Date |
---|---|
TW201307638A true TW201307638A (en) | 2013-02-16 |
Family
ID=47782624
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW101126279A TW201307638A (en) | 2011-07-22 | 2012-07-20 | Open channel block and joint structure thereof fit to each other |
Country Status (3)
Country | Link |
---|---|
JP (1) | JP5822582B2 (en) |
KR (1) | KR20130011897A (en) |
TW (1) | TW201307638A (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106088160B (en) * | 2016-06-06 | 2018-01-12 | 国网山东省电力公司青岛供电公司 | Tunnel deformation seam processing method |
CN107447779B (en) * | 2017-07-24 | 2019-02-15 | 中国十七冶集团有限公司 | A kind of assembling structure of concrete stacked plate type piping lane |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS461061Y1 (en) * | 1966-09-20 | 1971-01-14 | ||
JPS5113134A (en) * | 1974-07-15 | 1976-02-02 | Kowa Gomu Shoji Kk | U jikono renketsuhoho |
JPS5321837U (en) * | 1976-07-31 | 1978-02-23 | ||
JPS5332571U (en) * | 1976-08-26 | 1978-03-22 | ||
JP2006063661A (en) * | 2004-08-27 | 2006-03-09 | Sugao Kogyo Kk | Structure and structure connection method |
-
2011
- 2011-07-22 JP JP2011161321A patent/JP5822582B2/en active Active
-
2012
- 2012-02-22 KR KR1020120018016A patent/KR20130011897A/en not_active Application Discontinuation
- 2012-07-20 TW TW101126279A patent/TW201307638A/en unknown
Also Published As
Publication number | Publication date |
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JP2013023954A (en) | 2013-02-04 |
KR20130011897A (en) | 2013-01-30 |
JP5822582B2 (en) | 2015-11-24 |
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