M316900 八、新型說明： . 【新型所屬之技術領域】 - 本創作為有關於一種橋樑τ頁升橫移結構，特別是指利用導弓请執 及動作組件移動橋樑，使本創作達到降低成本及提高競爭力的優點。 【先前技術】 ” -般建構帽樑時，时將醜至少―側面縣埋設複數個$ -理件’並辦冒樑頂面預埋鋼板。當橋樑在帽樑頂端橫移時，藉由帽樑 籲頂©的鋼板減少橋樑與帽樑之間的雜力，且預先將至少一反力座與 預埋件相互鎖合，並·千斤頂在反力座與橋樑之·或拉動橋襟、 使橋樑可於帽樑頂面達到橫移的運動。 然而，應用前述之方法橫移橋樑的前提是，必須在帽樑頂面預埋 鋼板，且於帽樑至少一侧面預先埋設複數個預埋件；反之，當所述之 則提因素未達到時’並無法依照前述之方法橫移橋襟，這樣一來則 需要另外尋找替代的系統來進行橫移橋樑之目的。 鲁 另外，上述橫移橋樑的方法必須預埋鋼板及預埋件，當橫移橋樑 結束後，鋼板及預埋件就失去作用，因此相當的不符合經濟效應；再 奢，埋設鋼板及預埋件必須花費許多工時，對業者而言，亦增加人力 成本，相對也使業者的競爭力及獲利下降。 . 因此如何·_種結構能絲顏触及雜件的帽樑上橫移橋 槺’進而降低成本及提高競爭力，實在為獻業者所殷殷期盼。 有鑑如此，本創作人基於業者的需求，乃以從事此產業多年設計 之經驗累積’而創新出一種橋樑頂升橫移結構，供業者利用。 5 M316900 【新型内容】 鑒於以上所述習知技術缺點，本創 成本及提高競爭力之橋樑頂升橫移結構。要目⑽提供一種降低 構，揭目的以及其他目的，本創作提供—種橋樑頂升橫移結 一導引滑軌’包括有數滑執件，該滑執件係相互連接；以及 一_組件’係承置於導引滑軌内，包括有至少―第—液壓缸及 至夕一弟二液壓缸，該第-液餘—侧係組接第二㈣缸—端該第 一液壓缸另外一端係活動連接前述之滑軌件。 藉由上述技術手段，本可崎料知缺失轉有降低成本及 知:咼競爭力的優點。 【實施方式】 有關於本創作所採用之技術、手段及其達成功效，兹舉較佳實施 例並配合圖式詳細如後，_t可由之得深^具體的瞭解。 月配σ參閱第圖、第—圖及第五圖所示，本創作之橋樑頂升橫 移結構，包含有： 一導⑽執卜包括有數滑執件u、數連接件12及數墊板13， 該滑執件u底面-端凸設有-凸部U1，且底面另—端設凹設有一相 對應凸# 111之缺口 H2，另雜件n兩娜穿設有數相對且呈間隔 並排之插孔113，雜孔113爾目對應插合—活賴銷114，並滑執件 Π兩侧端部穿設有數結合孔115,該結合孔】ί5與連接件12係相互鎖 口，且連接件12藉由鎖合另一滑執件n之結合孔115可使數滑執件 6 M316900 Π相互連接；而所述之墊板13係墊設於滑執件11之底面；以及 - 一動作組件2，係承置於導引滑軌i内，包括有至少一第一液壓 ，缸21、至少一第二液壓缸22、至少一墊件23及一連桿組％，該第一 液壓缸21係具有一連接底座211，另第一液壓缸2之連接底座211 一 侧係、組接第二液壓紅22—端，該第二液壓缸22另外一端係穿設有一 穿扎221，該穿孔221可軸向插合前述之活動插銷114，令第二液壓缸 .22另外一端藉由活動插鎖114與滑執件11側邊連接；而墊件23係墊 φ設於第-液壓缸21之連接底座m與前述之墊板^之間，及塾設於 第一液壓缸21與滑軌件U兩侧之間，藉此減少第一液壓缸21與^引 滑轨1的磨擦係數，另外，墊件23亦可直接墊設於滑軌件^底面， 也可達到減少磨擦係數之效果；而墊件23係可為鐵氣龍板⑽㈣ 或其他可減少磨擦係數之物件。 請參閱第七圖及第八圖’前述之連桿組24係具有數雙頭套件 24卜數連接螺桿242、至少一轉接桿2犯及凸設於轉接桿如中央周 φ圍區域之施力桿244 ;其中，雙頭套件2们系轴向套設組接於第二液 •塵缸21外環側’且至少一端頭係樞接連接螺桿詉一端，該連接螺桿 242另-端係螺接轉接桿243，該轉接桿⑽並藉由施力桿2 連接螺桿242的接合程度。 ° 〃 有關於上述構件之使概崎參閱第九第十三騎干，本 作之橋樑頂升橫移結構係架設於橋徵3上，並用以對於橋襟4進行頂 升級横移的動作，該橋樑4底面凸設有；而橋缴3頂端、 帽樑3卜該帽樑31凸設數止震塊32，該止震塊 ： 7 M316900 _ 4i之底端，且帽樑31架設有數頂樓組件5，該頂樓組件5包括 -有數短型液壓缸51及數臨時墊塊52 ;其中，藉由一短型液壓缸51將 I型樑41 τ頁升至-定高度後，將臨時墊塊52架設於止震塊犯之間並 支樓I型樑41保持-定高度’使其短型液壓缸51向下降且於頂端塾 設數臨時墊塊52，之後’將麵液壓缸51持續向切升，並重覆所 述之動作將！型樑41頂升達到-以度，使丨型樑41 '脫離止震塊％ ‘之間，此時撤除短型液壓缸51及其頂端之臨時塾塊52(如第十一圖）， φ並將導引滑轨1架設於帽樑幻頂面’且動作組件2承置於導引滑執^ 内，該動作組件2之第-液壓紅21頂端係承置數臨時塾塊52，且第 -液壓缸21係將I型樑41向上頂樓，使j型樑41獅止震塊犯之 間的臨時墊塊52 ’而第二液壓缸22 一端的穿孔221與滑軌件u之插 孔113軸向插合活動插銷114，使第二液壓缸22與滑執件u侧邊連 接’且第二液壓缸22係水平頂撐帶動橋樑4橫移，此時，反作用力點 是在活動插銷114 ’並藉由滑軌件u之插孔113及活動插銷114與第 籲二液壓缸22的配合’令橋樑4橫移達到所需位置，且降下第一液壓紅 21使橋樑4之I型樑41重心落在止震塊32之間的臨時墊塊52,此時， 撤除本創作之橋樑頂升橫移結構，並將短型液壓缸51頂撐^型樑Μ 將臨時墊塊52撤除，使ί型樑41承置於止震塊32之間，藉由所述 之技術手段’可達聰移橋樑之目的，且具树減本及提高競爭力。 再名，導引滑軌1與帽樑31之間係可墊設—止滑膠墊（圖中未 不），用以加強導引滑執1與帽樑31的磨擦係數，防止導引滑執〗滑 M316900 另外值得說明的是，-般的橋樑4皆具有2%的排水坡度因此墊 件23與第-液麼缸21的連接底座211係相對設計具有_坡度，藉 此與橋樑4相配合。 【圖式簡單說明】 第一圖所示係本創作之局部剖面圖； 第二圖所示係本創作之頂視平面圖； -第三圖所示係本創作之第一液壓缸結合墊件的平面圖； •=四_示係本創作之第—液壓缸結合墊件的另-纽平面圖； 第五圖所示係本創作之滑執件的外觀立體圖； 第六_示係本創作滑執件之凸部結合另—滑執件之缺口的動作示意 第七圖所示係本創作之連桿組結合兩第—液壓㈣局部剖面圖； 第八圖所不係本創作之連桿組的平面圖； 第九圖所不係本創作移動橋墩之使用狀態示意圖；M316900 VIII. New description: . [New technical field] - This creation is about a bridge τ page erect and traverse structure, especially the use of guide bows and action components to move the bridge, so that the creation can reduce costs and Improve the advantages of competitiveness. [Prior Art] "When the cap beam is constructed, it will be ugly at least - the side county is buried with a plurality of $ - pieces" and the top plate of the beam is embedded. When the bridge is traversed at the top of the cap beam, the cap is used. The steel plate of Liang Yuding© reduces the miscellaneous force between the bridge and the cap beam, and at least one reaction force seat and the embedded part are interlocked in advance, and the jack is in the reaction force seat and the bridge or pulls the bridge, so that The bridge can achieve a traversing movement on the top surface of the cap beam. However, the premise of traversing the bridge by the above method is that the steel plate must be embedded on the top surface of the cap beam, and a plurality of embedded parts are pre-embedded on at least one side of the cap beam. Conversely, when the factor is not reached, it is not possible to traverse the bridge in accordance with the aforementioned method, so that an alternative system needs to be searched for the purpose of traversing the bridge. Lu, in addition, the above-mentioned traverse bridge The method must pre-embed the steel plate and the embedded parts. When the traverse bridge ends, the steel plate and the embedded parts will lose their function, so it is not in conformity with the economic effect; in addition, it takes a lot of man-hours to embed the steel plate and the embedded parts. For the industry, it is also increasing The cost of labor also relatively reduces the competitiveness and profitability of the industry. So how can the structure be able to reduce the cost and improve the competitiveness by touching the bridge on the cap beam of the miscellaneous pieces? In view of this, the creator is based on the needs of the industry, and has accumulated a bridge-up and traverse structure for the industry's many years of design experience. 5 M316900 [New content] In view of the above The shortcomings of the prior art, the cost-creating and the competitiveness of the bridge ascending and traversing structure. (10) provides a reduction structure, purpose and other purposes, the present invention provides a bridge ascending and traversing The slide rails 'including a plurality of sliding members, the sliding members are connected to each other; and a_component' is placed in the guiding rails, including at least a "hydraulic cylinder" and a second hydraulic cylinder, the first - The liquid residual-side system is connected to the second (four) cylinder-end. The other end of the first hydraulic cylinder is movably connected to the aforementioned sliding rail member. With the above technical means, the original material can be reduced to reduce the cost and know: Advantages of Competing [Embodiment] Regarding the techniques, means, and achievable effects of the present invention, the preferred embodiment and the drawings are as follows, and _t can be deeply understood. σ Referring to the figure, the first figure and the fifth figure, the bridge ascending and traversing structure of the present invention comprises: a guide (10) comprising a plurality of sliding members u, a plurality of connecting members 12 and a plurality of pads 13, The bottom surface of the sliding member u is convexly provided with a convex portion U1, and the bottom surface of the bottom surface is provided with a notch H2 corresponding to the convex portion 111, and the other two pieces are provided with a plurality of opposite and side by side insertions. The hole 113 and the hole 113 are corresponding to the insert-active pin 114, and the end portions of the sliding member are provided with a plurality of coupling holes 115, and the coupling hole ί5 and the connecting member 12 are interlocked with each other, and the connecting member 12, the plurality of sliding members 6 M316900 are connected to each other by locking the coupling holes 115 of the other sliding member n; and the pad 13 is padded on the bottom surface of the sliding member 11; and - an action component 2, is placed in the guide rail i, including at least a first hydraulic pressure, the cylinder 21, at least a second hydraulic cylinder 22, at least one pad 23 and a link group %, the first hydraulic cylinder 21 has a connecting base 211, and the first hydraulic cylinder 2 is connected to the base 211 side, and is connected with a second hydraulic red 22-end, the second hydraulic cylinder The other end of the 22 is provided with a threading 221, the through hole 221 can be axially inserted into the movable latch 114, and the other end of the second hydraulic cylinder 22. is connected to the side of the sliding member 11 by the movable latch 114; The pad member 23 is disposed between the connecting base m of the first hydraulic cylinder 21 and the aforementioned pad, and is disposed between the first hydraulic cylinder 21 and the two sides of the rail member U, thereby reducing the first The friction coefficient of the hydraulic cylinder 21 and the sliding rail 1 can be directly disposed on the bottom surface of the sliding rail member, and the friction coefficient can be reduced. The cushion member 23 can be an iron gas dragon plate. (10) (d) or other items that reduce the coefficient of friction. Please refer to the seventh figure and the eighth figure. The foregoing connecting rod set 24 has a plurality of double-headed sets 24 and a plurality of connecting screws 242, and at least one of the connecting rods 2 is disposed on the connecting rod such as the central circumference φ surrounding area. The struts 244; wherein the double-headed sets 2 are axially sleeved on the outer ring side of the second liquid/dust cylinder 21 and at least one end of the head is pivotally connected to one end of the screw ,, the connecting screw 242 is another end The adapter rod 243 is screwed, and the adapter rod (10) is connected to the screw 242 by the force applying rod 2. ° 〃 For the above-mentioned components, please refer to the ninth thirteenth riding trunk. The bridge erecting and erecting structure of the bridge is erected on the bridge sign 3 and used for the top traverse of the bridge raft 4, The bottom surface of the bridge 4 is convexly disposed; and the top of the bridge 3, the cap beam 3, the cap beam 31, a plurality of shock blocks 32 are protruded, the shock block is: the bottom end of 7 M316900 _ 4i, and the cap beam 31 is provided with a plurality of top floors The component 5, the top floor assembly 5 includes a plurality of short hydraulic cylinders 51 and a plurality of temporary spacers 52; wherein, by a short hydraulic cylinder 51, the I-beam 41 τ is raised to a constant height, and the temporary spacer is 52 is placed between the shock blocks and the I-beam 41 of the branch maintains a constant height so that the short hydraulic cylinder 51 is lowered and the temporary block 52 is set at the top end, and then the surface hydraulic cylinder 51 is continuously turned toward Cut and repeat the action described! When the beam 41 is lifted up to -degree, the truss beam 41' is disengaged between the shock blocks %', at this time, the short hydraulic cylinder 51 and the temporary slab 52 of its top end are removed (as shown in the eleventh figure), φ And the guide rail 1 is erected on the cap beam top surface and the action component 2 is placed in the guide slide, and the first hydraulic pressure red 21 of the action component 2 is mounted on the temporary block 52, and The first hydraulic cylinder 21 is configured to raise the I-beam 41 upwardly to the temporary block 52' between the j-beam 41 and the lion stop block and the hole 221 at one end of the second hydraulic cylinder 22 and the jack of the rail member u 113 axially inserts the movable latch 114 to connect the second hydraulic cylinder 22 with the side of the sliding member u and the second hydraulic cylinder 22 horizontally supports the bridge 4 to traverse. At this time, the reaction force point is at the movable latch. 114' and by the engagement of the shaft 113 of the rail member u and the movable pin 114 with the second piston hydraulic cylinder 22, the bridge 4 is traversed to the desired position, and the first hydraulic red 21 is lowered to make the bridge 4 type I The center of gravity of the beam 41 falls between the temporary blocks 52 between the stop blocks 32. At this time, the bridge ascending and traversing structure of the present invention is removed, and the short hydraulic cylinder 51 is supported by the top beam. 52 removed, so ί beams 41 bearing block 32 is interposed between the stopper shock, by means of the technique of the 'up-shift Cong object of the bridge, and having a reduced tree and this increase competitiveness. Further, between the guide rail 1 and the cap beam 31, a slip-stop rubber pad (not shown) is used to strengthen the friction coefficient of the guide slip 1 and the cap beam 31 to prevent the guide slip. It is worth mentioning that the general bridge 4 has a drainage slope of 2%, so the connection base 211 of the cushion member 23 and the first liquid cylinder 21 has a _ slope degree, thereby being in phase with the bridge 4 Cooperate. [Simple description of the drawing] The first figure shows a partial sectional view of the creation; the second figure shows the top plan view of the creation; - The third figure shows the first hydraulic cylinder combined with the pad of the creation. Floor plan; •=四_示示第第第第—The other-new plan of the hydraulic cylinder combined with the cushion; The fifth figure shows the appearance of the sliding part of the creation; the sixth_presentation of the creation slipper The action of the convex part combined with the notch of the sliding part is shown in the seventh figure. The connecting rod set of the present invention is combined with the two-hydraulic (four) partial sectional view; the eighth drawing is not the plan view of the connecting rod set of the present invention. The ninth figure is not a schematic diagram of the state of use of the mobile bridge pier;
第十圖所不係了貞撐組件架設於橋徵且支撐橋標之平面圖； 度之平面 第十一圖所示係頂撐組件架設於橋墩且頂撐橋樑達一定高 第十二圖所轉本_橫移橋墩之平關；以及 =十二圖所示係本創作頂撐組件架設於橋墩且下降橋樑之動作示音 【主要元件符號說明】 .................引滑轨 9 M316900 11 .............••滑執件 111····..........凸部 112 ..............缺口The tenth figure does not tie the plan of the truss erected on the bridge and supports the bridge; the plane of the eleventh figure shows that the struts are erected on the pier and the struts are up to a certain height. The _ traverse bridge pier is closed; and = twelf diagram shows the action of the erection of the erection of the erected struts on the pier and the descending bridge [main component symbol description] ............ ..... Guide rail 9 M316900 11 .............••Slipper 111····............. convex part 112 ... ...........gap
113 ..............插孑L 114 ..............活動插銷 115 ..............結合孔 12 ...............連接件113 .............. Insert L 114 .............. Activity Latch 115 .............. Bonding hole 12 ...............connecting piece
13 ...............墊板 動作組件 21...............第一液壓缸 211..............連接底座 22……..........第二液壓缸 221............••穿孔 23···............墊件 • 24..............•連桿組 .241..............雙頭套件 242 ..............連接螺桿 243 ..............轉接桿 244 ..............施力桿 3................ 31 ...............帽樑 32 ...............止震塊 M316900 4 ................橋樑 41.............. · I型樑 5 ................頂撐組件 51 ...............短型液壓缸 52 ...............臨時墊塊13 ............... pad action assembly 21...............first hydraulic cylinder 211......... .....Connecting the base 22................Second hydraulic cylinder 221............••Perforation 23···...... ... cushions • 24..............• Connecting rod set.241..............Double-head kit 242 .. ............Connecting screw 243 ..............Adapter rod 244 ..............Tighting rod 3................ 31 ...............Cap beam 32 .............. .Stop stop block M316900 4 ................Bridge 41.............. · I-beam 5 ....... .........Top support assembly 51 ............... Short hydraulic cylinder 52 ............... Temporary cushion Piece