TW201533306A - Flexible joint member and telescopic joint for cement structure - Google Patents
Flexible joint member and telescopic joint for cement structure Download PDFInfo
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- TW201533306A TW201533306A TW103118608A TW103118608A TW201533306A TW 201533306 A TW201533306 A TW 201533306A TW 103118608 A TW103118608 A TW 103118608A TW 103118608 A TW103118608 A TW 103118608A TW 201533306 A TW201533306 A TW 201533306A
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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
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or 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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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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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- General Engineering & Computer Science (AREA)
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- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
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- Electromagnetism (AREA)
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- Lining And Supports For Tunnels (AREA)
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Abstract
Description
本發明是有關於一種使用在水泥構造物用伸縮接頭之可撓接頭構件,特別是有關於一種配設成橫跨水泥構造物間之目的部並由可撓性材所構成的可撓接頭構件。 BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to a flexible joint member for use in an expansion joint for a cement structure, and more particularly to a flexible joint member which is disposed between a cement structure and a flexible joint member. .
於構成屬於藉由水泥來構築之水泥構造物之水路或共同溝等構築於地下之暗渠等之連接部的目的部會進行內外止水。此時,兩側之水泥構造物不均一地下沉,或是因地震等之影響,夾持目的部之兩側之水泥構造物間之間隔會偏差,為了容許該等偏差,採用水泥構造物用伸縮接頭。此種水泥構造物用伸縮接頭已知的是例如專利文獻1。水泥構造物用伸縮接頭使用配設成橫跨水泥構造物間之目的部並由可撓性材所構成的可撓接頭構件。 In the destination portion of the connection portion such as a water passage or a common trench which is a cement structure constructed by cement, which is constructed in an underground culvert or the like, the inner and outer water stops are performed. At this time, the cement structures on both sides are unevenly piled up, or the interval between the cement structures on both sides of the gripping target portion is deviated due to the influence of earthquakes, etc., in order to allow such deviations, cement structures are used. Expansion joints. Such an expansion joint for a cement structure is known, for example, in Patent Document 1. The expansion joint for a cement structure uses a flexible joint member which is disposed so as to straddle the target portion between the cement structures and is made of a flexible material.
一般而言,可撓接頭構件具備:按壓部,其位於兩側,並壓制於前述水泥構造物;及折疊部,其位於兩側之按壓部間,並折疊、配設成可吸收自目的部承受之壓力。 In general, the flexible joint member includes: a pressing portion which is located on both sides and is pressed against the cement structure; and a folded portion which is located between the pressing portions on both sides and is folded and arranged to be absorbed from the target portion The pressure to withstand.
折疊部通常彎折、形成為例如蛇腹狀。圖6中顯示業已彎折、形成為蛇腹狀之折疊部25與配設於其上之外 層膠26。承受自目的部之壓力會藉由折疊部25拉伸而吸收。若目的部之間隔變大,則承受之壓力會就此變得更大。對一定寬度之大小之目的部應用例如蛇腹狀之彎折部時,為了作成可吸收更大之壓力,膨脹之可撓接頭構件必須形成更大之空間,一般認為將蛇腹之彎折數作成一定而提高彎折高度,或將彎折高度作成一定而增加蛇腹之彎折數,藉此,加大折疊部之實質長度。 The folded portion is usually bent and formed into, for example, a bellows shape. Figure 6 shows the folded portion 25 which has been bent and formed into a bellows shape and is disposed on it. Layer 26. The pressure from the target portion is absorbed by the stretching of the folded portion 25. If the interval between the destinations becomes larger, the pressure to withstand becomes greater. When a bent portion such as a bellows is applied to a target portion having a certain width, in order to absorb a larger pressure, the expanded flexible joint member must form a larger space, and it is generally considered that the bending number of the snake belly is made constant. The bending height is increased, or the bending height is made constant to increase the bending number of the snake belly, thereby increasing the substantial length of the folding portion.
[專利文獻1]日本專利公開公報特開2010-150807號公報 [Patent Document 1] Japanese Patent Laid-Open Publication No. 2010-150807
然而,將蛇腹之彎折數作成一定而提高彎折高度時,蛇腹之突起高度會變高,且必須將整形蛇腹狀之彎折部之模裝置加大,並有模裝置變得高價之問題。又,將彎折高度作成一定而增加蛇腹之彎折數時,蛇腹之彎折間隔會縮短,且會將可撓性材銳利地彎折成直角,並有無法將可撓性材安全地彎折、整形之問題。無論如何,將可撓接頭構件作成具有蛇腹狀之彎折部是有限度的。 However, when the bending number of the snake belly is made constant and the bending height is increased, the height of the protrusion of the snake belly becomes high, and the mold device for shaping the curved portion of the bellows must be enlarged, and the mold device becomes expensive. . Moreover, when the bending height is made constant and the bending number of the snake belly is increased, the bending interval of the bellows is shortened, and the flexible material is sharply bent into a right angle, and the flexible material cannot be bent safely. The problem of folding and shaping. In any case, there is a limit to making the flexible joint member a bellows-shaped bent portion.
故,本發明是解決前述習知技術具有之問題,並提供一種可輕易地整形為所期望之形狀而可吸收自目的部承受之壓力之可撓接頭構件。 Therefore, the present invention solves the problems of the prior art described above and provides a flexible joint member that can be easily shaped into a desired shape to absorb the pressure from the target portion.
為了解決前述課題,有關本發明之可撓接頭構件是配設成橫跨水泥構造物間之目的部,並由可撓性材所構成,又,具備:按壓部,其位於兩側,並壓制於前述水泥構造物;及折疊部,其位於兩側之前述按壓部間,並折疊配設成可吸收自前述目的部承受之壓力;前述折疊部具有業已處理成可輕易折疊之折疊處理部。 In order to solve the above problems, the flexible joint member according to the present invention is disposed at a portion that spans between the cement structures and is composed of a flexible material, and further includes a pressing portion that is located on both sides and is pressed The cement structure; and the folded portion are located between the pressing portions on both sides, and are folded and arranged to absorb the pressure received from the target portion; and the folded portion has a folding processing portion that has been processed to be easily folded.
又,前述折疊處理部將壁厚形成為比其鄰接部薄。 Further, the folding processing portion is formed to have a thinner thickness than the adjacent portion.
又,前述折疊處理部是化學處理成比其鄰接部容易折疊。 Further, the folding treatment portion is chemically treated to be easily folded than the adjacent portion.
又,前述折疊部於剖視下在折疊、配設之狀態下,底部變細而兩側部分別形成為S字狀與倒S字狀。 Further, in the state in which the folded portion is folded and disposed in a cross-sectional view, the bottom portion is tapered, and both side portions are formed in an S-shape and an inverted S-shape.
又,前述折疊處理部位於前述側部之S字狀與前述倒S字狀之彎曲部。 Further, the folding processing unit is located in the S-shape of the side portion and the curved portion of the inverted S-shape.
又,有關本發明之水泥構造物用伸縮接頭具備:可撓接頭構件,其配設成橫跨水泥構造物間之目的部,並由可撓性材所構成;及固定部,其用以將前述可撓接頭構件壓制、固定於前述水泥構造物;前述可撓接頭構件具備:按壓部,其位於兩側,並壓制於前述水泥構造物;及折疊部,其位於兩側之前述按壓部間,並折疊、配設成可吸收自前述目的部承受之壓力;前述折疊部具有業已處理成可輕易折疊之折疊處理部。 Further, the expansion joint for a cement structure according to the present invention includes: a flexible joint member which is disposed so as to straddle a target portion between the cement structures and is composed of a flexible material; and a fixing portion for The flexible joint member is pressed and fixed to the cement structure; the flexible joint member includes: a pressing portion which is located on both sides and is pressed against the cement structure; and a folded portion which is located between the pressing portions on both sides And folded, arranged to absorb pressure from the aforementioned target portion; the folded portion has a folding treatment portion that has been processed to be easily folded.
若藉由本發明之構造,則由於可撓接頭構件具有業已處理成可輕易折疊之折疊處理部,因此,藉由利用折疊處理部彎折,可輕易地整形為所期望之形狀而可吸收自目的部承受之壓力。 According to the configuration of the present invention, since the flexible joint member has a folding processing portion that has been processed to be easily folded, it can be easily shaped into a desired shape and absorbed from the object by bending by the folding processing portion. The pressure on the part.
1‧‧‧可撓接頭構件 1‧‧‧Flexible joint members
2‧‧‧水泥構造物 2‧‧‧cement structure
2a‧‧‧面 2a‧‧‧ face
3‧‧‧目的部 3‧‧‧ Target Department
4‧‧‧按壓部 4‧‧‧ Pressing Department
4a‧‧‧突起 4a‧‧‧ Protrusion
5,25‧‧‧折疊部 5,25‧‧‧Folding
5a‧‧‧S字狀部 5a‧‧‧S-shaped department
5b‧‧‧倒S字狀部 5b‧‧‧Inverted S-shaped part
5c‧‧‧底部 5c‧‧‧ bottom
5d‧‧‧頂部 5d‧‧‧ top
6‧‧‧抵接部 6‧‧‧Apartment
7,7a,7b‧‧‧折疊處理部 7,7a,7b‧‧‧Folding Processing Department
9‧‧‧固定部 9‧‧‧Fixed Department
10‧‧‧固定單元 10‧‧‧Fixed unit
11‧‧‧壓抵部 11‧‧‧The Ministry of Pressure
12‧‧‧螺栓 12‧‧‧ bolt
13‧‧‧螺帽 13‧‧‧ Nuts
14‧‧‧固定螺栓帽 14‧‧‧Fixed bolt cap
18‧‧‧墊圈 18‧‧‧ Washer
19,26‧‧‧外層膠 19,26‧‧‧ outer rubber
19a‧‧‧端部 19a‧‧‧End
20‧‧‧水泥構造物用伸縮接頭 20‧‧‧Expansion joints for cement structures
圖1是顯示顯示有關本發明之可撓接頭構件之一實施形態之工廠出貨時之形狀剖面圖。 BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a cross-sectional view showing the shape of a factory showing an embodiment of a flexible joint member according to the present invention.
圖2是顯示為了於現場設置而折疊可撓接頭構件之狀態之形狀圖。 Fig. 2 is a view showing the shape of a state in which a flexible joint member is folded for field setting.
圖3是顯示於現場設置可撓接頭構件後承受來自目的部之壓力而膨脹之狀態之形狀圖。 Fig. 3 is a view showing a state in which a flexible joint member is placed on site and subjected to pressure from a target portion to expand.
圖4是顯示將有關本發明之可撓接頭構件應用於水泥構造物用伸縮接頭之例子圖。 Fig. 4 is a view showing an example in which the flexible joint member according to the present invention is applied to an expansion joint for a cement structure.
圖5是顯示對應於圖4之水泥構造物用伸縮接頭之平面圖。 Fig. 5 is a plan view showing an expansion joint for a cement structure corresponding to Fig. 4.
圖6是顯示習知折疊部之圖。 Figure 6 is a diagram showing a conventional folded portion.
參照圖1至圖4,說明有關本發明之可撓接頭構件之一實施形態。 An embodiment of the flexible joint member according to the present invention will be described with reference to Figs. 1 to 4 .
圖1是顯示在配設於水泥構造物2、2間之目的部3前且為自工廠出貨時之可撓接頭構件1之剖面圖。可撓接頭構件1是藉由橡膠材等之可撓構件形成為可止水,並具備:塊狀之按壓部4、4,其位於兩側,並壓制於水泥構造物2、2; 及薄板狀之折疊部5,其位於兩側之按壓部4、4間,並折疊、配設成可吸收自目的部3承受之壓力。 Fig. 1 is a cross-sectional view showing the flexible joint member 1 before being placed in the factory portion 3 disposed between the cement structures 2 and 2 and being shipped from the factory. The flexible joint member 1 is formed of a flexible member such as a rubber material to prevent water, and includes: block-shaped pressing portions 4, 4 on both sides, and pressed to the cement structures 2, 2; And the thin plate-shaped folded portion 5 is located between the pressing portions 4 and 4 on both sides, and is folded and arranged to absorb the pressure received from the target portion 3.
折疊部5具有複數個業已處理成可輕易折疊之折疊處理部7。折疊部5具有中央側之2個折疊處理部7a及外側之2個折疊處理部7b。於本實施形態中,折疊處理部7處理成將壁厚形成為比其鄰接部薄。舉例言之,相對於鄰接部之壁厚為8mm,折疊處理部7之壁厚為6mm。折疊處理部7分別於10mm至20mm之長度範圍處理。鄰接之折疊處理部7a與折疊處理部7b之間隔約30mm,一折疊處理部7a與另一折疊處理部7a之間隔約13mm。可撓接頭構件1之按壓部4至按壓部4之長度例如約450mm。 The folding portion 5 has a plurality of folding processing portions 7 that have been processed to be easily folded. The folded portion 5 has two folding processing portions 7a on the center side and two folding processing portions 7b on the outer side. In the present embodiment, the folding processing unit 7 is processed to form the wall thickness thinner than the adjacent portion. For example, the wall thickness of the folding treatment portion 7 is 6 mm with respect to the wall thickness of the adjacent portion of 8 mm. The folding processing section 7 is processed in a length range of 10 mm to 20 mm, respectively. The interval between the adjacent folding processing portion 7a and the folding processing portion 7b is about 30 mm, and the interval between the folding processing portion 7a and the other folding processing portion 7a is about 13 mm. The length of the pressing portion 4 to the pressing portion 4 of the flexible joint member 1 is, for example, about 450 mm.
圖2是顯示為了配設於水泥構造物2、2間之目的部3而位於折疊狀態之可撓接頭構件1之剖面圖。可撓接頭構件1是相對於中心線9而形成為左右對稱。於圖2所示之折疊、配設之狀態下,於剖視下可撓接頭構件1之底部5c比上部細而左側部形成為S字狀部5a,右側部形成為倒S字狀部5b。頂部5d形成為大致平坦。折疊處理部7a位於S字狀部5a之上部之折彎部,折疊處理部7b位於下部之折彎部。同樣地,折疊處理部7a位於倒S字狀部5b之上部之折彎部,折疊處理部7b位於下部之折彎部。可撓接頭構件1於兩側形成S字狀部5a與倒S字狀部5b,且相對於底部5c與頂部5d重疊而大幅地縊縮。 Fig. 2 is a cross-sectional view showing the flexible joint member 1 in a folded state for the purpose portion 3 disposed between the concrete structures 2 and 2. The flexible joint member 1 is formed to be bilaterally symmetrical with respect to the center line 9. In the folded and disposed state shown in FIG. 2, the bottom portion 5c of the flexible joint member 1 is thinner than the upper portion, and the left side portion is formed into an S-shaped portion 5a, and the right side portion is formed as an inverted S-shaped portion 5b. . The top portion 5d is formed to be substantially flat. The folding processing portion 7a is located at a bent portion of the upper portion of the S-shaped portion 5a, and the folding processing portion 7b is located at a lower bent portion. Similarly, the folding processing portion 7a is located at the bent portion of the upper portion of the inverted S-shaped portion 5b, and the folding processing portion 7b is located at the lower bent portion. The flexible joint member 1 is formed with S-shaped portions 5a and inverted S-shaped portions 5b on both sides, and is largely collapsed with respect to the bottom portion 5c and the top portion 5d.
圖2所示之可撓接頭構件1與複數次反覆翻折成蛇腹狀者不同,橫跨目的部3之翻折部會單純化成一個, 又,由於形成折疊處理部7,因此,可藉由折疊處理部7簡易地彎折,且無需使用模裝置而可有效且輕易地彎折。 The flexible joint member 1 shown in FIG. 2 is different from the plurality of folds folded into a bellows, and the fold portion across the target portion 3 is singulated into one. Moreover, since the folding processing unit 7 is formed, the folding processing unit 7 can be easily bent, and can be effectively and easily bent without using a mold device.
圖3是顯示將圖2所示之可撓接頭構件1配設於水泥構造物2、2間之目的部3,然後,藉由自目的部3承受之壓力,自折疊狀態變化成膨脹狀態之可撓接頭構件1。 3 is a view showing the purpose of disposing the flexible joint member 1 shown in FIG. 2 between the concrete structures 2 and 2, and then changing from the folded state to the expanded state by the pressure received from the target portion 3. Flexible joint member 1.
儘管圖2所示之可撓接頭構件1之翻折部單純化成一個,然而,由於在兩側形成S字狀部5a與倒S字狀部5b,且相對於底部5c與頂部5d重疊而大幅地縊縮,因此,如圖3所示,膨脹狀態之可撓接頭構件1可形成由以下所構成可吸收壓力之寬廣空間,即:將兩側之按壓部4、4間之間隔作成直徑的半圓之圓周部;及兩側之直線狀部。 Although the folded portion of the flexible joint member 1 shown in FIG. 2 is singulated into one, the S-shaped portion 5a and the inverted S-shaped portion 5b are formed on both sides, and the upper portion 5c overlaps with the top portion 5d. As shown in FIG. 3, the flexible joint member 1 in an expanded state can form a wide space in which the pressure can be absorbed, that is, the interval between the pressing portions 4 and 4 on both sides is made to have a diameter. a semicircular portion; and a linear portion on both sides.
其次,說明本發明之可撓接頭構件1之第2實施形態。 Next, a second embodiment of the flexible joint member 1 of the present invention will be described.
於本實施形態中,折疊處理部7化學處理成比其鄰接部容易折疊。化學處理包括:折疊處理部7作成具有比鄰接部更大之橡膠狀彈性之化學處理。又,亦可將折疊處理部7作成例如海綿狀而達成更低密度化。又,為了化學處理成折疊處理部7比鄰接部更容易變形,亦可於折疊處理部7賦予油等作為化學處理。又,亦可藉由有別於其鄰接部之材料形成折疊處理部7,並作成與其鄰接部一體地合成。 In the present embodiment, the folding processing unit 7 is chemically processed to be easily folded than the adjacent portion. The chemical treatment includes the folding treatment portion 7 being formed into a chemical treatment having a rubbery elasticity larger than that of the adjacent portion. Further, the folding treatment portion 7 may be formed into a sponge shape to achieve a lower density. Further, in order to chemically treat the folding treatment portion 7 to be more easily deformed than the adjacent portion, oil or the like may be applied to the folding treatment portion 7 as a chemical treatment. Further, the folding treatment portion 7 may be formed of a material different from the adjacent portion, and may be integrally formed with the adjacent portion.
其次,參照圖4及圖5,說明將前述可撓接頭構件1應用於水泥構造物用伸縮接頭之例子。 Next, an example in which the flexible joint member 1 is applied to an expansion joint for a cement structure will be described with reference to Figs. 4 and 5 .
水泥構造物用伸縮接頭20具備:可撓接頭構件1,其配設成橫跨水泥構造物2、2間之目的部3,並由可撓性材所構 成;及複數個固定部9,其用以將可撓接頭構件1壓制、固定於水泥構造物2、2。 The expansion joint 20 for a cement structure includes a flexible joint member 1 that is disposed so as to straddle the target portion 3 between the cement structures 2 and 2, and is constructed of a flexible material. And a plurality of fixing portions 9 for pressing and fixing the flexible joint member 1 to the cement structures 2, 2.
可撓接頭構件1具備:按壓部4,其位於兩側,並壓制於水泥構造物2;及折疊部5,其位於兩側之按壓部4間,並折疊、配設成可吸收自目的部3承受之壓力;折疊部5具有業已處理成可輕易折疊之折疊處理部7。 The flexible joint member 1 includes a pressing portion 4 which is located on both sides and is pressed against the cement structure 2, and a folded portion 5 which is located between the pressing portions 4 on both sides and which is folded and arranged to be absorbed from the target portion 3 The pressure to withstand; the folding portion 5 has a folding processing portion 7 that has been processed to be easily folded.
固定部9具備:剖面ㄇ字狀之抵接部6,其於長向覆蓋於按壓部4;及複數個固定單元10,其用以於抵接部6之長向隔著間隔於複數處將業已覆蓋於按壓部4之抵接部6壓制、固定於水泥構造物2、2。 The fixing portion 9 includes a contact portion 6 having a U-shaped cross section, which covers the pressing portion 4 in the longitudinal direction, and a plurality of fixing units 10 for spacing the longitudinal direction of the abutting portion 6 at a plurality of places. The abutting portion 6 that has been covered by the pressing portion 4 is pressed and fixed to the cement structures 2, 2.
固定單元10具有:壓抵部11,其剖面變形ㄇ字狀,並覆蓋於抵接部6;及固定螺栓帽14,其由螺栓12及螺帽13所構成,並用以於業已使壓抵部11覆蓋於業已覆蓋於按壓部4、4之抵接部6之狀態下,將壓抵部11壓裝於水泥構造物2,並將按壓部4壓制於水泥構造物2。螺栓12釘入水泥構造物2,螺帽13透過業已置於壓抵部11上之墊圈18,自螺栓12之頂部側緊扣於螺栓12。 The fixing unit 10 has a pressing portion 11 which is deformed in a U-shaped cross section and covers the abutting portion 6 and a fixing bolt cap 14 which is composed of a bolt 12 and a nut 13 and is used for the pressing portion. 11 is covered with the abutting portion 6 of the pressing portions 4 and 4, and the pressing portion 11 is press-fitted to the cement structure 2, and the pressing portion 4 is pressed against the cement structure 2. The bolt 12 is screwed into the cement structure 2, and the nut 13 passes through the gasket 18 which has been placed on the pressing portion 11, and is fastened to the bolt 12 from the top side of the bolt 12.
業已覆蓋於按壓部4之抵接部6於剖視下相對於螺栓12而位於目的部3側,於圖4中,右側之抵接部6相對於右側之螺栓12而位於目的部3側,左抵接部6相對於左側之螺栓12而位於目的部3側。 The abutting portion 6 that has been covered by the pressing portion 4 is located on the side of the target portion 3 with respect to the bolt 12 in a cross-sectional view. In FIG. 4, the abutting portion 6 on the right side is located on the side of the target portion 3 with respect to the bolt 12 on the right side. The left abutting portion 6 is located on the side of the target portion 3 with respect to the bolt 12 on the left side.
於按壓部4之下面形成突出之突起4a。藉由使按壓部4壓制於水泥構造物2之面2a,突起4a壓縮變形,且密封性會更加確實。 A protruding protrusion 4a is formed on the lower surface of the pressing portion 4. By pressing the pressing portion 4 against the surface 2a of the cement structure 2, the projection 4a is compressed and deformed, and the sealing property is more sure.
外層膠19覆蓋於可撓接頭構件1之上側,且外層膠19之端部19a纏在按壓部4與抵接部6間。 The outer layer rubber 19 covers the upper side of the flexible joint member 1, and the end portion 19a of the outer layer rubber 19 is wound between the pressing portion 4 and the abutting portion 6.
圖5是顯示水泥構造物用伸縮接頭20之平面圖。如圖5所示,複數個固定單元10隔著間隔配設於抵接部6之長向,並藉由固定螺栓帽14,將業已覆蓋於按壓部4之抵接部6壓制、固定於水泥構造物4。 Fig. 5 is a plan view showing the expansion joint 20 for a cement structure. As shown in FIG. 5, a plurality of fixing units 10 are disposed at intervals in the longitudinal direction of the abutting portion 6, and by fixing the bolt cap 14, the abutting portion 6 that has been covered by the pressing portion 4 is pressed and fixed to the cement. Structure 4.
若自目的部3承受壓力,則外層膠19會拉伸,同時可撓接頭構件1構成如圖3所示之膨脹狀態,並形成可吸收壓力之寬廣空間。 When the pressure is applied from the target portion 3, the outer layer rubber 19 is stretched, and the flexible joint member 1 is in an expanded state as shown in Fig. 3, and a wide space capable of absorbing pressure is formed.
若藉由本實施形態,則由於可撓接頭構件1具有業已處理成可輕易折疊之折疊處理部,因此,不仰賴模裝置而藉由折疊處理部彎折,藉此,可有效且簡易地組裝水泥構造物用伸縮接頭20。 According to the present embodiment, since the flexible joint member 1 has the folding processing portion that has been processed to be easily folded, the folding processing portion can be bent without depending on the mold device, whereby the cement can be assembled efficiently and easily. The expansion joint 20 for the structure.
1‧‧‧可撓接頭構件 1‧‧‧Flexible joint members
4‧‧‧按壓部 4‧‧‧ Pressing Department
5‧‧‧折疊部 5‧‧‧Folding Department
7,7a,7b‧‧‧折疊處理部 7,7a,7b‧‧‧Folding Processing Department
Claims (6)
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JP2014031991A JP6320790B2 (en) | 2014-02-21 | 2014-02-21 | Expansion joints for concrete structures |
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TW201533306A true TW201533306A (en) | 2015-09-01 |
TWI595144B TWI595144B (en) | 2017-08-11 |
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KR (1) | KR102183322B1 (en) |
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CN114032882B (en) * | 2021-11-23 | 2022-06-24 | 广东省源天工程有限公司 | Segmented joint structure of prefabricated underground diaphragm wall |
CN114457854A (en) * | 2022-03-01 | 2022-05-10 | 中铁二院昆明勘察设计研究院有限责任公司 | Assembled utility tunnel corrugated steel connection structure |
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DE3601756A1 (en) * | 1986-01-22 | 1987-07-23 | Muecher Hermann Gmbh | Sealing arrangement for structural parts |
US4749307A (en) * | 1987-01-14 | 1988-06-07 | Baltimore Aircoil Company, Inc. | Seal structure for joint between two structural sections |
MY131432A (en) * | 1992-10-28 | 2007-08-30 | Environ Prod Inc | Environmentally safe underground piping system |
CN1045805C (en) * | 1992-11-21 | 1999-10-20 | 林国强 | Seepage-proof plate for river dam |
JPH08165700A (en) * | 1994-12-12 | 1996-06-25 | Seibu Polymer Corp | Joint for closed conduit |
JPH09279547A (en) * | 1996-04-11 | 1997-10-28 | Sumitomo Rubber Ind Ltd | Caisson seal, manufacture thereof and seal structure for caisson |
JPH1193139A (en) * | 1997-09-18 | 1999-04-06 | Sumitomo Rubber Ind Ltd | Joint material for caisson and its manufacture |
JP2986791B1 (en) * | 1998-04-10 | 1999-12-06 | 東京フアブリック工業株式会社 | Connection device, connection method and connection structure of box unit |
JP4000224B2 (en) * | 1998-09-30 | 2007-10-31 | 住友ゴム工業株式会社 | Liquid leakage prevention structure and flexible joint used therefor |
CN1074488C (en) * | 1999-12-30 | 2001-11-07 | 北京科海利新型建筑材料开发有限公司 | Surface waterproof structure and method for enrockment dam with concrete face |
JP2002021166A (en) * | 2000-07-11 | 2002-01-23 | Sumitomo Rubber Ind Ltd | Fitting method for flexible joint |
JP4771704B2 (en) * | 2005-01-24 | 2011-09-14 | 住友ゴム工業株式会社 | Joint structure of buried structure and flexible joint used therefor |
JP5183456B2 (en) * | 2008-12-25 | 2013-04-17 | 西武ポリマ化成株式会社 | Fixing structure of expansion joint for concrete structure, fixing method thereof and fixing member thereof |
JP5866633B2 (en) * | 2011-04-19 | 2016-02-17 | 西武ポリマ化成株式会社 | Fixed structure of expansion joint for concrete structures |
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- 2014-05-28 TW TW103118608A patent/TWI595144B/en active
- 2014-07-23 CN CN201410353192.4A patent/CN104863090B/en active Active
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CN104863090A (en) | 2015-08-26 |
CN104863090B (en) | 2018-11-30 |
KR102183322B1 (en) | 2020-11-26 |
JP2015158047A (en) | 2015-09-03 |
JP6320790B2 (en) | 2018-05-09 |
KR20150099376A (en) | 2015-08-31 |
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