TWM631950U - Bridge side push construction device - Google Patents
Bridge side push construction device Download PDFInfo
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- TWM631950U TWM631950U TW111205433U TW111205433U TWM631950U TW M631950 U TWM631950 U TW M631950U TW 111205433 U TW111205433 U TW 111205433U TW 111205433 U TW111205433 U TW 111205433U TW M631950 U TWM631950 U TW M631950U
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Abstract
一種新建橋樑側推施工裝置,主要係包含一滑軌,以及置於該滑軌內之側推件及複數之滑動件、連桿。其中,該滑軌兩側係分別設有連續排列之斜狀U形槽;該側推件係為一千斤頂,其後端係設有一供扣持於滑軌之斜狀U形槽之反力座桿;該等滑動件係設有複數之螺紋千斤頂;該等連桿則連接該等滑動件。俾於施工時,將側推施工裝置置於新建橋樑兩端下方,藉由滑動件之螺紋千斤頂頂持於新建橋樑,再藉由側推件的伸張推動滑動件,並於收縮時構成反作用力,使側推件向前移動,進而使其反力座桿扣持於前一斜狀U形槽。藉此,使新建橋樑得以漸進移動至施工位置,從而使新建橋樑更新的施工更具效率。The utility model relates to a side thrust construction device for a newly built bridge, which mainly comprises a slide rail, a side thrust piece placed in the slide rail, and a plurality of sliding pieces and connecting rods. Among them, the two sides of the slide rail are respectively provided with continuous inclined U-shaped grooves; the side pusher is a jack, and its rear end is provided with a reaction force for the inclined U-shaped grooves to be fastened to the slide rail. The seat post; the sliding parts are provided with a plurality of threaded jacks; the connecting rods are connected to the sliding parts. During construction, the side pushing construction device is placed under the two ends of the new bridge, and the threaded jack of the sliding piece is used to hold the new bridge, and then the sliding piece is pushed by the extension of the side pushing piece, and a reaction force is formed when it shrinks. , so that the side pusher moves forward, so that the reaction force seat post is buckled in the front inclined U-shaped groove. Thereby, the new bridge can be gradually moved to the construction position, thereby making the construction of the new bridge renewal more efficient.
Description
本創作係有關一種橋樑側推施工裝置,尤指一種使新舊橋樑更新的施工更具效率之橋樑側推施工裝置。This creation relates to a bridge side thrust construction device, especially a bridge side thrust construction device that makes the renovation of old and new bridges more efficient.
按;一般之橋樑於使用相當之時間後,由於老舊、強度不足,會影響行車安全性,因此其舊橋需更新改建。惟有些橋樑需維持原有通車功能,為避免耗資改道興建臨時替代道路橋樑及需快速完成更換橋樑,若採用於舊橋旁邊預組整座橋樑,常因重量太重無法以吊車起重機將整座橋樑吊起安裝、或施工環境限制無法以吊車吊裝新建橋樑,則在施工期間需徵租大面積施工用地、開闢施工便道、架設施工便橋或是事前架設固定式天車等傳統工法,除增加作業困擾、增加施工成本、增加施工工期。Press; after a certain period of use, the general bridge will be old and insufficient in strength, which will affect the driving safety, so the old bridge needs to be renovated. However, some bridges need to maintain the original function of opening to traffic. In order to avoid costly diversion to build temporary replacement road bridges and the need to quickly complete the replacement of bridges, if the whole bridge is pre-assembled next to the old bridge, it is often too heavy to lift the whole bridge with a crane. If the bridge is hoisted and installed, or the new bridge cannot be hoisted by a crane due to the limitations of the construction environment, it is necessary to rent a large area of construction land, open up a construction access road, erect a construction access bridge or erect a fixed crane in advance and other traditional construction methods during the construction period. trouble, increase the construction cost, and increase the construction period.
再者;傳統的施工方法需開闢臨時便道便橋,可能大幅增加用地破壞環境增加成本,亦可能因新橋於河中落墩影響防洪能力、破壞美麗環境,以及中斷橋樑的運輸、影響行車安全,甚至完全阻礙了居民與觀光客的交通便利性,實也為新舊橋樑更新的困擾。申請人有鑑於此,經不斷研究、實驗,遂萌生設計一種橋樑側推施工裝置,使新舊橋樑的更新施工更具效率,減少施工範圍降低環境破壞,且可達到撙節工程費之目的。Furthermore, the traditional construction method needs to open up temporary access roads and bridges, which may greatly increase the cost of land use and damage to the environment. It may also affect the flood control ability, damage the beautiful environment, interrupt the transportation of the bridge, affect the traffic safety, or even completely It hinders the convenience of transportation for residents and tourists, and it is also a problem for the renewal of old and new bridges. In view of this, the applicant, after continuous research and experimentation, came up with the design of a bridge side thrust construction device, which makes the renovation of old and new bridges more efficient, reduces the construction scope, reduces environmental damage, and can achieve the purpose of saving engineering costs.
本創作之主要目的,即在提供一種橋樑側推施工裝置,使新建橋樑的施工更具效率,且可撙節經費及不影響正常行車。The main purpose of this creation is to provide a bridge side push construction device, which makes the construction of the new bridge more efficient, saves the cost and does not affect the normal traffic.
前述之橋樑側推施工裝置,係包含一滑軌,以及置於該滑軌內之側推件及複數之滑動件、連桿。其中,該滑軌兩側係分別設有連續排列之斜狀U形槽;該側推件係為一千斤頂,其後端係設有一供扣持於滑軌之斜狀U形槽之反力座桿;該等滑動件係設有複數之螺紋千斤頂;該等連桿則連接該等滑動件。俾於施工時,將側推施工裝置置於新建橋樑兩端下方,藉由滑動件之螺紋千斤頂頂持於新建橋樑,再藉由側推件的伸張推動滑動件,並於收縮時構成反作用力,使側推件向前移動,進而使其反力座桿扣持於前一斜狀U形槽。藉此,使新建橋樑得以漸進移動至施工位置,從而使新建橋樑的施工更具效率。The aforementioned bridge side thrust construction device includes a slide rail, a side thrust piece and a plurality of sliding pieces and connecting rods arranged in the slide rail. Among them, the two sides of the slide rail are respectively provided with continuous inclined U-shaped grooves; the side pusher is a jack, and its rear end is provided with a reaction force for the inclined U-shaped grooves to be fastened to the slide rail. The seat post; the sliding parts are provided with a plurality of threaded jacks; the connecting rods are connected to the sliding parts. During construction, the side pushing construction device is placed under the two ends of the new bridge, and the threaded jack of the sliding piece is used to hold the new bridge, and then the sliding piece is pushed by the extension of the side pushing piece, and a reaction force is formed when it shrinks. , so that the side pusher moves forward, so that the reaction force seat post is buckled in the front inclined U-shaped groove. Thereby, the new bridge can be gradually moved to the construction position, thereby making the construction of the new bridge more efficient.
前述之橋樑側推施工裝置,其中該滑軌係概呈凹狀,其兩側之垂直部係分別設有連續間隔排列之鯊魚齒部,使兩鯊魚齒部間構成斜狀U形槽。In the above-mentioned bridge side pushing construction device, the slide rail is generally concave, and the vertical parts on both sides are respectively provided with continuous and spaced shark teeth, so that an oblique U-shaped groove is formed between the two shark teeth.
前述之橋樑側推施工裝置,其中該滑軌的內面,係塗佈有二氧化鉬或黃油,以減低磨擦係數。In the aforementioned bridge side thrust construction device, the inner surface of the slide rail is coated with molybdenum dioxide or butter to reduce the coefficient of friction.
前述之橋樑側推施工裝置,其中該側推件伸縮桿端部係設有一固定部,以供連接滑動件,後端之反力座桿係橫向固定於側推件的後端面。In the aforementioned bridge side thrust construction device, the end of the side thruster telescopic rod is provided with a fixing portion for connecting the sliding element, and the rear reaction force seat rod is laterally fixed to the rear end surface of the side thruster.
前述之橋樑側推施工裝置,其中該等滑動件兩端係分別設有突耳,以供分別連接側推件及連桿。In the aforementioned bridge side thrust construction device, lugs are respectively provided at both ends of the sliding members for connecting the side thrust member and the connecting rod respectively.
前述之橋樑側推施工裝置,其中該等滑動件底緣係設有高密度聚乙烯板(HDPE),或鐵氟龍板或拋光鋼板以提高滑動件的耐磨性。In the aforementioned bridge side thrust construction device, the bottom edges of the sliding parts are provided with high-density polyethylene (HDPE), or Teflon plates or polished steel plates to improve the wear resistance of the sliding parts.
請同時參閱圖1及圖2,並配合圖3、圖4及圖5,係為本創作之立體圖及側視圖,以及側推件立體圖、滑動件立體圖、連桿立體圖。如圖所示,本創作係包含一滑軌1,以及置於該滑軌1內,可於該滑軌1內滑動之側推件2及第一滑動件3、第二滑動件3a,以及第一連桿4、第二連桿4a。其中,該滑軌1係概呈凹狀,其兩側之垂直部係分別設有連續間隔排列之鯊魚齒部10,使兩鯊魚齒部10間構成斜狀U形槽11,垂直部的下緣,係設有間隔排列之複數個固定片12。於本實施例,該滑軌1的內面,係塗佈有二氧化鉬或黃油,以減低磨擦係數。Please refer to FIG. 1 and FIG. 2 at the same time, in conjunction with FIG. 3, FIG. 4 and FIG. 5, which are the perspective view and side view of this creation, as well as the perspective view of the side pusher, the slider, and the connecting rod. As shown in the figure, the present invention includes a
該側推件2係為一千斤頂,其伸縮桿21端部係設有一固定部22,後端係設有一供扣持於滑軌1之斜狀U形槽11之反力座桿23,使該反力座桿23橫向固定於側推件2的後端面。The
該第一滑動件3及第二滑動件3a,係分別設有複數之螺紋千斤頂31、31a,並於兩端分別設有突耳32、32a,以供分別連接側推件2之固定部22,以及第一連桿4及第二連桿4a之固定部41、41a;底緣係設有高密度聚乙烯板(HDPE)33、33a,藉由高密度聚乙烯板(HDPE)33較大鋼性及高機械強度的特性,以提高第一滑動件3及第二滑動件3a的耐磨性。The first sliding
該第一連桿4及第二連桿4a,係於一端分別設有固定部41、41a,以供分別連接於第一滑動件3及第二滑動件3a之突耳32、32a。The first connecting
藉由前述構件的組合,構成橋樑側推施工裝置A。俾於架設新建橋樑施工作業時,將本橋樑側推施工裝置A置於新建橋樑兩端下方,藉由第一滑動件3之螺紋千斤頂31頂持於新建橋樑,再藉由側推件2的伸張推動第一滑動件3、第一連桿4及第二連桿4a、第二滑動件3a,並於收縮時構成反作用力,使側推件2向前移動,進而使其反力座桿23扣持於滑軌1的前一斜狀U形槽11。藉此,使橋樑得以漸進移動至施工位置,從而使新建橋樑的施工更具效率。The bridge side thrust construction device A is constructed by the combination of the aforementioned components. For the purpose of erecting a new bridge, the side thrust construction device A of the bridge is placed under the two ends of the new bridge, supported on the new bridge by the threaded
請參閱圖6,係為本創作置於橋樑狀態圖。敬請配合圖1,如圖所示,本創作於施工時,係於原舊橋5的位置設置一施工構台6,以利於施工人員及機具進場作業,並將橋樑側推施工裝置A分別置於新建橋樑7的兩端下方適當位置,並藉由固定片12固定於地面。Please refer to Figure 6, which is a bridge state diagram for this creation. Please cooperate with Figure 1. As shown in the figure, during the construction of this project, a
請參閱圖7,係為本創作頂持新建橋樑狀態圖。如圖所示,本創作於設置完成橋樑側推施工裝置A後,係於該第一滑動件3及第二滑動件3a之螺紋千斤頂31、31a上緣,置入適當數量之襯墊8以供調整頂升。於本實施例,該等襯墊8係為橡膠墊及鐵板。Please refer to Figure 7, which is a state diagram of a newly built bridge supported by this creation. As shown in the figure, in the present invention, after the installation of the bridge side thrust construction device A is completed, the upper edges of the threaded
請參閱圖8,係為本創作拆除舊橋狀態圖。敬請配合圖6,如圖所示,本創作於前述完成橋樑側推施工裝置A之定位作業後,係將原舊橋5拆除(拆除原舊橋5之橋體、基座、橋墩),俾進行後續新建橋樑7的側推作業。Please refer to Figure 8, which is the state diagram of the dismantling of the old bridge for this work. Please cooperate with Figure 6. As shown in the figure, after the completion of the positioning operation of the bridge side thrust construction device A, the original
請同時參閱圖9及圖10,係為本創作之推移狀態圖。敬請配合圖1至圖5,本創作於側推作業時,係啟動其中之側推件2,由於側推件2之反力座桿23係扣持於滑軌1之斜狀U形槽11底緣以構成定位,使側推件2的伸縮桿21向前伸張得以推動第一滑動件3、第一連桿4及第二連桿4a、第二滑動件3a,使該第一滑動件3及第二滑動件3a於滑軌1內向前滑動。由於新建橋樑7係頂持於該第一滑動件3及第二滑動件3a的螺紋千斤頂31、31a上緣,因此可將新建橋樑7往前推動一段距離。Please refer to FIG. 9 and FIG. 10 at the same time, which are the transition state diagrams of this creation. Please cooperate with Fig. 1 to Fig. 5. During the side push operation, the
請同時參閱圖11及圖12,係為本創作之另一推移狀態圖。本創作當側推件2的伸縮桿21收縮時,將會構成反作用力,又由於該滑軌1的垂直部係設為斜狀U形槽11,該反作用力會將側推件2向前拉,使原扣持於後一斜狀U形槽11的反力座桿23向前滑過斜狀U形槽11的坡面,進而越過鯊魚齒部10落於前一斜狀U形槽11。而當側推件2的伸縮桿21再次向前伸張以推動第一滑動件3、第一連桿4及第二連桿4a、第二滑動件3a時,該第一滑動件3及第二滑動件3a於滑軌1內同樣向前滑動一段距離,藉此,於重複前述之步驟下使新新建橋樑7得以漸進移動至原舊橋之施工位置,從而使新建橋樑7的施工更具效率。Please refer to FIG. 11 and FIG. 12 at the same time, which are another transition state diagram of the present invention. In this invention, when the
請參閱圖13,係為本創作推移完成狀態圖。如圖所示,本創作於橋樑側推施工裝置A將新建橋樑7推至預定位置後,即可供銜接原有之道路,進而完成新建橋樑7之架設施工作業。本創作之施工可提升結構及行車安全,新建橋樑7於河中不落墩以提升防洪能力,施工中不需設臨時便橋、不需大幅擴建替代道路,且可利用夜間封鎖拆除舊橋,當天即可完成新舊橋樑拆換,降低對交通的影響,有效提升工程效益,並減少對環境破壞,樽節工程經費。Please refer to Figure 13, which is a state diagram of the completion of this creation. As shown in the figure, after the bridge side pushing construction device A pushes the
前述實施例,僅為說明本創作之較佳實施方式,而非限制本創作之範圍,凡經由些微修飾、變更,仍不失本創作之要義所在,亦不脫本創作之精神範疇。The foregoing examples are only to illustrate the preferred implementations of the present creation, rather than limiting the scope of the present creation. All modifications and changes are made without losing the essence of the present creation, nor deviating from the spirit of the present creation.
綜上所述,本創作以設有斜狀U形槽之滑軌,配合設於滑軌內之側推件及複數之滑動件、連桿,構成新建橋樑側推施工裝置。使新舊橋樑更新施工更具效率,且可撙節經費及不影響正常行車。為一實用之設計,誠屬一俱新穎性之創作,爰依法提出專利之申請,祈 鈞局予以審查,早日賜准專利,至感德便。To sum up, this creation uses a slide rail with an oblique U-shaped groove, a side pusher and a plurality of slide pieces and connecting rods arranged in the slide rail to form a side push construction device for a new bridge. It makes the renovation and construction of old and new bridges more efficient, saves money and does not affect normal traffic. It is a practical design, and it is a creation of novelty. I should file a patent application in accordance with the law, and I pray that the bureau will review it and grant the patent as soon as possible.
1:滑軌
10:鯊魚齒部
11:斜狀U形槽
12:固定片
2:側推件
21:伸縮桿
22:固定部
23:反力座桿
3:第一滑動件
31:螺紋千斤頂
32:突耳
33:高密度聚乙烯板(HDPE)
3a:第二滑動件
31a:螺紋千斤頂
32a:突耳
33a:高密度聚乙烯板(HDPE)
4:第一連桿
41:固定部
4a:第二連桿
41a:固定部
5:舊橋
6:施工構台
7:新建橋樑
8:襯墊
A:橋樑側推施工裝置
1: slide rail
10: Shark Tooth
11: Oblique U-shaped groove
12: Fixed piece
2: Side pusher
21: Telescopic rod
22: Fixed part
23: Reaction Seatpost
3: The first slide
31: Threaded Jack
32: Lugs
33: High Density Polyethylene Board (HDPE)
3a:
圖1係本創作之立體圖。 圖2係本創作之側視圖。 圖3係本創作之側推件立體圖。 圖4係本創作之滑動件立體圖。 圖5係本創作之連桿立體圖。 圖6係本創作置於橋樑狀態圖。 圖7係本創作頂持新建橋樑狀態圖。 圖8係本創作拆除舊橋狀態圖。 圖9及圖10係本創作之推移狀態圖。 圖11及圖12係本創作之另一推移狀態圖。 圖13係本創作推移完成狀態圖。 Figure 1 is a perspective view of this creation. Figure 2 is a side view of this creation. Figure 3 is a perspective view of the side pusher of this creation. Figure 4 is a perspective view of the slider of this creation. Figure 5 is a perspective view of the connecting rod of this creation. Figure 6 is a state diagram of this creation being placed on a bridge. Figure 7 is a state diagram of the newly built bridge supported by this creation. Figure 8 is the state diagram of the dismantling of the old bridge in this project. Figures 9 and 10 are state diagrams of the transition of this creation. 11 and 12 are another transition state diagram of the present invention. Figure 13 is a state diagram of the completion of this creation.
1:滑軌 1: slide rail
10:鯊魚齒部 10: Shark Tooth
11:斜狀U形槽 11: Oblique U-shaped groove
12:固定片 12: Fixed piece
2:側推件 2: Side pusher
22:固定部 22: Fixed part
23:反力座桿 23: Reaction Seatpost
3:第一滑動件 3: The first slide
31:螺紋千斤頂 31: Threaded Jack
32:突耳 32: Lugs
3a:第二滑動件 3a: Second slider
31a:螺紋千斤頂 31a: Threaded Jack
32a:突耳 32a: lug
4:第一連桿 4: The first link
4a:第二連桿 4a: Second Link
A:橋樑側推施工裝置 A: Bridge side push construction device
Claims (5)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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TW111205433U TWM631950U (en) | 2022-05-25 | 2022-05-25 | Bridge side push construction device |
Applications Claiming Priority (1)
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TW111205433U TWM631950U (en) | 2022-05-25 | 2022-05-25 | Bridge side push construction device |
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TWM631950U true TWM631950U (en) | 2022-09-11 |
Family
ID=84613524
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TW111205433U TWM631950U (en) | 2022-05-25 | 2022-05-25 | Bridge side push construction device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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TWI825741B (en) * | 2022-05-25 | 2023-12-11 | 萬德營造有限公司 | Bridge side push construction device |
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2022
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI825741B (en) * | 2022-05-25 | 2023-12-11 | 萬德營造有限公司 | Bridge side push construction device |
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Legal Events
Date | Code | Title | Description |
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GD4K | Issue of patent certificate for granted utility model filed before june 30, 2004 |