TWM378245U - Pre-cast bridge assembly - Google Patents

Pre-cast bridge assembly Download PDF

Info

Publication number
TWM378245U
TWM378245U TW98217685U TW98217685U TWM378245U TW M378245 U TWM378245 U TW M378245U TW 98217685 U TW98217685 U TW 98217685U TW 98217685 U TW98217685 U TW 98217685U TW M378245 U TWM378245 U TW M378245U
Authority
TW
Taiwan
Prior art keywords
bridge
frame
edge
assembly
pile
Prior art date
Application number
TW98217685U
Other languages
Chinese (zh)
Inventor
Bo-Ren Chen
Original Assignee
Bo-Ren Chen
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bo-Ren Chen filed Critical Bo-Ren Chen
Priority to TW98217685U priority Critical patent/TWM378245U/en
Publication of TWM378245U publication Critical patent/TWM378245U/en

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

M378245M378245

五、新型說明: 【新型所屬之技術領域】 本創作係提供-種預鑄型橋樑總成,特別是提供一種橋徵與橋襟一體 成型之快速預軸n橋麟成結構者,錢由純與橋樑麟錢當大小. 並預設有雛_及凸$邊緣讀_成,使其驗速地建觀—座完整 m 進傳統_建構f時、t卫及成本高之缺點者。 【先前技術】 按目前泛用之鋼筋混泥土製橋樑構造,皆是在預定造橋之河川地上直 接建造完成’抑卩在狀建橋樑之河川地上先打好祕並整好地後,再以 各各地樁為基楚往上建妥橋缴,復以魏為巾^向另—橋觀伸建設橋襟 面’直到兩橋樑面對接完成為止,或以預製完成之横樑跨置於兩橋壞上, 再於各各難上鍊簡面及於左右最邊緣上減棚,即告絲一座由鋼 筋混泥土製之補。由於是_狀域造完賴,故從賴/綁鋼筋、裝 訂模板至絲及至水泥乾gj,—個階段紐至少十日的工作天,而整座橋 標自連結/綁鋼筋、裝訂模板至絲及至水泥乾固的階段至少也要有數拾次 以上’故要建造完成-錄妍均也要四则以上,再加上建祕位處偏 遠天氣變化萬千,離建材取得地較遠,交通不便等因素影響更増加一 座橋樑完成之日數,因此,絲會因大雨造成只建-半或接近完成之橋襟 再度被大水沖毀或沖走,不但可惜且又增加建造之成本外,還是無法及時 解決當地魏ϋ受斷橋耕毀之苦及後。有鍰於此,本賴作人乃針對 目前建構橋樑存在已久之費時m成本高等缺失,積極思考研究解決 之這,歷經數次之改良,終設計出一種預鑄型橋樑總成構造者,藉由橋墩 M378245 . 與橋樑預鑄成-體並預設有銜接鋼^^^標總成,使其能快逮 地建構成-座完整之橋樑’以有效改進傳統橋樑建構費時、費工及成本高 之缺點者。 【新型内容】 職是’本創作之主要目的’在於提供__種預鑄型橋樑總成,藉由橋缴 與橋標預鎮成一體’使其可於他地預先鑄造完成再移置於預設橋樑之河川 地上與地樁結合,並藉其四周邊緣上形成向外微傾之凸出邊緣,除有效提- 昇預鑄型橋樑總成之結構強度外,且又可作為橋面護攔及連結之用,達到- -其能快速地建構成—座完整之橋樑,以有效改進傳統橋樑建構費時、費工· 及成本高之缺點者。 本創作之再—目的’在贿供—種預翻橋樑總成,主要係以框架體 為其設計理念’料轉體之料理念,職墩設計雜雜之_邊牆,. 而橋樑則設計成框架體之上下框面,使橋敬與橋樑一體成形,並於形體四、 周邊緣上形成向外微傾之凸出邊緣,使其上面左右兩側形成天然之護棚, 底面則形成可之空間,以倍增其與地樁之連結強度,另騎後端亦形 成可灌漿之連結空間,藉此使兩預鑄型橋樑總成可快速地連結成—體,建· 構成-座完整之橋襟,以有效改麟統橋髮構冑時、冑工及成本τ之缺. 點者。 ° 有關本創作為達上述目的所採行之技術手段及其功效,茲舉—較佳可 於實施例並配合圖式_如下,相信本創作上述之目的、優點,當^由^ 得一具體的瞭解。 【實施方式】 (p 月 > 閱第1 2圖所示’係本創作之外觀示會廚及霜·苟剖!由立艎示意圖。 由圖式可知’本創作「預禱型橋樑總成」主要係藉由框架體之設計理念, 將橋缴⑴設計成轉體之雜箱⑽,⑴,而娜⑵狀計成框架體 下忙面(20 21) ’使橋缴⑴與橋樑⑵一體成形,即預鎮型橋樑總成 (A),並於其形體四周邊緣上形成向外微傾之凸出邊緣⑶,除有效提昇預 鑄型橋樑總細之整體結構域外,同時更由其上面左右兩娜成天然之 護攔(3G),底面卿成可賴之空間⑻及開設有若干個連接孔洞⑽, 以倍增其與祕(F)之連結強度,另其前後端亦形成可灌漿之連結空間 (33) ’藉歧兩預鑄鶴樑總成構造可快速地連結成—體,建構成一座完 整之橋樑,財贱進傳騎猶财時、f工及成本紅缺點者。 請繼續參㈣3-5圖獅,係本創叙實施繼棚及橫㈣視圖與 縱向剖向面示意圖。由圖式可知’本卿可依現場f求將數座預鑄成形之 預鑄型橋樑總成(A)快速串連成—座完整的橋樑,.且每—座預鑄型橋標總成 (A)之連接仙(32)恰可套接在地樁⑻上,藉由每-顧鑄型橋樑總成⑷ 四周邊緣上形成向外微傾之凸出邊緣⑶,使每麟樑總成⑷上面左右兩 側形成天然的護棚(3〇)及於其底面形成可灌襞之空間(31)外於前後端並 也形成可祕之連結’(33),故#兩座贿型橋機船)對接時,該連 結工間(33)即域_式空間,制方便敎泥漿連結兩座預鑄型橋襟總 成(A)之目的,此外,連接孔洞(32)除可-面舰樁⑺套接外,並可利用 該遷接孔洞(32)灌充泥裝填補橋樑總成⑴底‘之空間⑶),使麟型橋樑 〜成(A)地樁(F)與基地⑺三者結合成一體’完成一座既可省事又可快速 建構完整的橋樑,有祕決傳統橋樑構造建構料、#工及成本高之缺點 M378245V. New type description: 【New technology field】 This creation department provides a kind of bridge type assembly, especially a kind of fast pre-axis n-bridge structure formed by bridge sign and bridge raft. Qian Yuchun With the bridge Lin Qiang when the size. And pre-set the chick _ and convex $ edge read _ into, so that it is built to observe the speed - the complete m into the traditional _ construction f, t Wei and high cost of the shortcomings. [Prior Art] According to the current widely used reinforced concrete bridge structure, all of them are directly built on the river where the bridge is planned to be built, and then the first part of the river is built on the river. All the piles in the various places will be built on the basis of the Chu Chu, and the Wei Wei towel will be used to build the bridge to the other bridge until the two bridges are completed, or the prefabricated beams are placed across the bridge. If the bridge is broken, then the shacks will be reduced on each of the hard-to-chain links and on the left and right edges, that is, the sash will be made up of reinforced concrete. Because it is the _ _ domain to complete the reliance, so from Lai / tied steel, binding template to silk and to cement dry gj, a stage of at least 10 days of work, and the entire bridge from the link / tied steel, binding template to At least the stages of silk and cement solidification must be at least several times. Therefore, the construction must be completed. The number of records must be four or more. In addition, the remote weather changes at the secret location, and the distance from the building materials is far away. The traffic is inconvenient. The influence of other factors will increase the number of days when a bridge is completed. Therefore, the wire will be destroyed or washed away by the big water only due to heavy rain. It is not only a pity but also increases the cost of construction. It is impossible to solve the problem of the local Wei Wei’s broken bridge. In view of this, Ben Lai Zuo is aiming at the lack of time-consuming and high cost of building bridges for a long time, and actively thinking about research and resolution. After several improvements, he finally designed a kind of bridge type bridge assembly constructor. By the bridge pier M378245. The bridge is formed into a body and pre-assembled with the steel ^^^ standard assembly, so that it can quickly build a bridge - a complete bridge to effectively improve the traditional bridge construction time, labor and cost The disadvantage of high. [New content] The job is 'the main purpose of this creation' is to provide the __ type of bridge assembly, which can be pre-cast and re-positioned by the bridge and the bridge. The river bridge of the preset bridge is combined with the ground pile, and the convex edge of the outer micro-dip is formed on the peripheral edge of the bridge, in addition to the structural strength of the effective lift-lift type bridge assembly, and can also be used as the bridge surface protection The use of barriers and links achieves - a bridge that can be quickly constructed to complete the traditional bridge construction, which is time-consuming, labor-intensive, and costly. The re-creation of this creation--the purpose of bribery-providing the pre-turning bridge assembly is mainly based on the design concept of the frame body, the material concept of the material transfer body, the design of the service pier is complicated, the side wall, and the bridge design The lower frame surface of the frame body is formed so that the bridge and the bridge are integrally formed, and the convex edge of the outward micro-dip is formed on the four edges of the body, so that the left and right sides form a natural protective shed, and the bottom surface is formed. The space is multiplied to double the strength of the connection with the pile, and the rear end also forms a groutable connection space, so that the two-span bridge assembly can be quickly joined into a body, built, constructed, and seated. Bridge 襟, to effectively change the structure of the 统 统 桥 bridge, the completion and cost τ lack. Point. ° The technical means and functions of this creation for the above purposes are as follows - preferably in the examples and in conjunction with the following _, I believe that the above purposes and advantages of this creation, when ^ ^ ^ get a specific Understanding. [Embodiment] (p month > Read Figure 1 2 shows the appearance of the creation of the kitchen and the cream and the simmering section! The schematic diagram of the 艎 。 。 。 。 。 。 。 本 本 本 本 本 本 本 本 本 本 本 本 本 本 本 本 本Mainly by the design concept of the frame body, the bridge payment (1) is designed as a twist box (10), (1), and Na (2) is counted as a frame body under the busy surface (20 21) 'Make the bridge (1) and the bridge (2) Forming, that is, the pre-towned bridge assembly (A), and forming an outwardly slightly inclined convex edge (3) on the periphery of the body, in addition to effectively raising the overall structure of the total thickness of the 預鑄-type bridge, and at the same time from above The left and right two Na Na natural barriers (3G), the bottom of the Qing Cheng can rely on the space (8) and open a number of connection holes (10), in order to double the connection strength with the secret (F), and the front and rear ends also form groutable Linked space (33) 'The structure of the two cranes and cranes can be quickly connected to form a complete bridge, and the financial industry will be able to ride the wealth, the cost and the red cost. Please continue Participate in (4) 3-5 lions, which is a schematic diagram of the shed and the horizontal (four) view and the longitudinal section of the creator. 'Benqing can quickly connect several 預鑄-shaped bridge assemblies (A) into a complete bridge according to the site f, and each 預鑄-type bridge assembly (A) The connecting fairy (32) can be sleeved on the ground pile (8), and the outer edge of the outer beam (4) is formed on the outer edge of each of the cast bridge assemblies (4). The side forms a natural shed (3 〇) and forms a permeable space on the bottom surface (31) outside the front and rear ends and also forms a secret connection '(33), so #两 bristle bridge boat docking At the time, the connection workshop (33) is a domain_type space, which is convenient for the purpose of smashing the mud to connect the two truss type bridge assembly (A), and in addition, the connection hole (32) except the detachable pile (7) In addition, the splicing hole (32) can be used to fill the space of the bridge assembly (1) at the bottom of the bridge assembly (3), so that the lining bridge ~成(A) ground pile (F) and the base (7) are combined. One-one completes a bridge that can save trouble and build a complete structure quickly. It has the secrets of traditional bridge construction materials, #工工, and high cost. M378245

者。 ’综陳$本創作為-具快速且省事、製造成本低具首創之預鑄型橋 樑總成’彻麵與触—财形,使其可於他顧先料絲再移置於 預定橋樑切;丨丨地上與祕結合,並可由數座橋獅成串連成—體快速完 成一座完整之橋樑,同時由每一座橋樑總成四周邊緣上形成向外微傾之凸 出邊緣,有效提昇橋樑總成之結構強度外,更能使其上面左右兩側形成天 然之護攔’具有絕對決解傳統橋樑之建構費時、費工及成本高等之缺點者, 故應具有專利給予之價值,乃依法向鈞局提出專利申請,敬祈貴審查 委員詳為審理並早日賜准專利權、 M378245By. 'Comprehensive Chen's creation is a fast and easy-to-work, low-cost manufacturing cost of the first type of bridge assembly's face-to-face and touch-funding shape, so that it can be moved to the predetermined bridge after he takes care of the wire.丨丨 丨丨 丨丨 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与 与In addition to the structural strength of the assembly, it can form a natural barrier on the left and right sides. It has the absolute drawback of the construction of the traditional bridge, which is time-consuming, labor-intensive and costly. Therefore, it should have the value of patents. Submit a patent application to the bureau, and pay a courtesy to the reviewing committee for the trial and early grant of patent rights, M378245

【圖式簡單說明】 第1圖所示為本創作之外觀示意圖。 第2圖所示為本創作之横向剖面立體示意圖。 第3圖所示為本創作之實施例俯視圖。 第4圖所示為本創作之實施例横向剖視圖。 第5圖所示為本創作之實施例縱向剖面示意圖。 【主要元件符號說明】 橋墩…(1) 前邊牆…(10) 上框面…(20) 凸出邊緣…(3) 護欄…(30) 連接孔洞…(32) 橋樑…(2) 後邊牆…(11) 下框面…(21) 預鑄型橋樑總成…(A) 空間…(31) 連結空間…(33) 地格…(F) 基地…(T)[Simple description of the diagram] Figure 1 shows the appearance of the creation. Figure 2 is a perspective view showing the transverse section of the creation. Fig. 3 is a plan view showing an embodiment of the present invention. Figure 4 is a transverse cross-sectional view showing an embodiment of the present invention. Figure 5 is a longitudinal cross-sectional view showing an embodiment of the present invention. [Main component symbol description] Piers...(1) Front wall...(10) Upper frame...(20) Bulge edge...(3) Guardrail...(30) Connecting hole...(32) Bridge...(2) Rear wall... (11) Lower frame...(21) 預鑄-type bridge assembly...(A) Space...(31) Connection space...(33) Grid...(F) Base...(T)

Claims (1)

MJ/8Z4D 六、申請專利範圍: 狄'丨、“ L I -種預卿橋機成’主要仙轉齡其設計理念藉由框架體之 設計理念’將魏設計雜架體之趙箱,而橋酬設収框架體之上 下框面’使概無樑-體顧彡,胁_四周邊緣上賴耕微傾之凸 出邊緣,除也有效提昇預鎿型橋樑總成之結構強度外,更能使其上面左右 形成天然之遵攔,底面則形成可灌漿之空間,以倍增其與地樁之連結 強度使爾型橋樑碱、地樁與基地三者結合成__體,完成—座既可省 、速建構元整的橋樑,另其前後端亦形成可灌聚之連結空間,藉此 使兩預鑄型橋樑總成可快速地連結成一體,建構成一座完整之橋標,^有 效改進傳統_建構費時、費卫及成本高之缺點者。MJ/8Z4D VI. The scope of application for patents: Di'丨, “LI- Kind of Pre-Qingqiao Machines” is the main design concept of the design of the frame by the design concept of the frame body. The lower frame of the frame above the frame is set to make the beam no more than the body, and the edge of the flank is on the edge of the edge. In addition to effectively improving the structural strength of the prefabricated bridge assembly, it can better The left side forms a natural obstruction, and the bottom surface forms a groutable space, so as to multiply the strength of the connection with the pile, so that the bridge type alkali, the pile and the base are combined into a __ body, and the completion can be saved. The bridges with the speed-constructed structure and the front and rear ends form a joint space for the irrigation, so that the two-span bridge assemblies can be quickly joined together to form a complete bridge, and effectively improve the tradition. Construct the shortcomings of time-consuming, cost-effective and high cost.
TW98217685U 2009-09-25 2009-09-25 Pre-cast bridge assembly TWM378245U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW98217685U TWM378245U (en) 2009-09-25 2009-09-25 Pre-cast bridge assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW98217685U TWM378245U (en) 2009-09-25 2009-09-25 Pre-cast bridge assembly

Publications (1)

Publication Number Publication Date
TWM378245U true TWM378245U (en) 2010-04-11

Family

ID=50595442

Family Applications (1)

Application Number Title Priority Date Filing Date
TW98217685U TWM378245U (en) 2009-09-25 2009-09-25 Pre-cast bridge assembly

Country Status (1)

Country Link
TW (1) TWM378245U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI424387B (en) * 2010-03-31 2014-01-21 Au Optronics Corp Display panel package structure and fabricating method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI424387B (en) * 2010-03-31 2014-01-21 Au Optronics Corp Display panel package structure and fabricating method thereof

Similar Documents

Publication Publication Date Title
CN103711238B (en) Assembled ring muscle fastens and is anchored concrete shear wall structure system
CN206693046U (en) A kind of cast-in-place seam construction of ultra-high performance concrete floorings
CN105649203B (en) Precast prestressed concrete frame bean column node with U-shaped muscle and sleeve
CN104988844B (en) Two times tensioning prestressing force assembled Wavelike steel webplate combination beam
CN106149937B (en) Assembly concrete beam and its dry type connection method
CN108678508A (en) The I-shaped energy consumption connector of Coupled Shear Wall structure
CN109577539A (en) Build inclined roof fabricated construction technique
CN207419803U (en) A kind of high-strength connection structure of laminated floor slab and girder steel
CN105970803B (en) The shearing resistance energy-dissipating device and construction method of assembled bridge pier
CN106121049A (en) Compound shear wall is connected energy dissipation node and preparation method thereof with steel bar girder combination beam
CN107489090A (en) A kind of circle bamboo space truss bridge based on novel joint make
CN205662838U (en) Prestressing force joint construction of pier is assembled to prefabricated segment
CN208293400U (en) A kind of ultra-high performance concrete-part girder steel combination bent cap
CN207863256U (en) A kind of close spelling precast floor slab connection structure with tongue and groove
TWM378245U (en) Pre-cast bridge assembly
CN106638265B (en) A kind of steel reinforced concrete beam rigid framed structure arch bridge
CN105178165B (en) Tension face layer compound-reinforced reinforced concrete continuous rigid frame bridge and construction method thereof
CN105625571B (en) The precast concrete bean column node of strength prestressed muscle in a kind of use
CN207296062U (en) A kind of honeycomb hole combined steel plate shearing force wall
CN206016002U (en) Assembly concrete beam
CN206722214U (en) Precast beam and the continuous superposed floor of prefabricated PC
CN204919299U (en) Steel case roof beam bridge deck structure of improvement
CN205576741U (en) Curved surface A type bridge cable tower is twistd reverse in space
CN107119839A (en) Assembled Building panel and preparation method thereof
CN207828786U (en) Finished main cable shape of self-anchored suspension anchoring structure

Legal Events

Date Code Title Description
MM4K Annulment or lapse of a utility model due to non-payment of fees