200846520 九、發明說明： 【發明所屬之技術領域】 本發明係有關-種厂逐跨逆打橋樑工法及 樑與多種高架便道施作之全新工法與g置统二、」，_&及夕種橋 之上構先行絲第-段，侧記完全贼高架便道 打植所需之工作平台與導引、校正裝置，俾=構;^逐跨遠端橋墩柱 橋跨上構早兀先行施作’再據以打植人該橋跨遠端下構橋 = 構橋墩柱分別接合並與上構單元接合，以 ▲ 橋樑或高架㈣之逐跨施工法，以极 "進㈣成同效率200846520 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a new method of planting a bridge-by-span cross-hit bridge construction method and a beam and a plurality of elevated access roads, and a new method, and _& On the bridge, the first line of the wire is first-stage, and the work platform and guidance and correction device required for the complete thief elevated road are built on the side, and the structure is controlled by the trajectory of the bridge. 'According to the planter, the bridge spans the distal lower bridge = the bridge piers are respectively joined and joined with the upper unit, with the ▲ bridge or elevated (four) cross-span construction method, with the extreme "four" into the same efficiency
河川㈣日车，下播私不 ’文日决她工效率及克服暨降低在深谷 π川狀物，下構知工所f之便道、成本與困難度。 依據本案發明所能涉及之技術範圍，係可運用於·· 1·單向跨越深谷河川方案。 、 2·雙向跨越深谷河川方案。 3·跨越既有道路方案。 4·傳統與逐跨逆打混合施工方案。 5·臨時施工便橋或施工構台方案。 6·海事工程施工構台及便橋施作方案。 其中： ’、 •〜、”跨越深谷河川方案，係指以單向逐跨並配合逆打施卫，進行跨越 最常見之絲物體應以橋樑或高架道路兩種最具代表性；其 :方係以首段橋跨完成後，即藉由首段橋跨做為平台，將相關吊具， f至百段橋跨前面，絲施作第二段橋跨上構單元；第二段橋跨上構單元 係=首段橋跨前緣為接合油定縣，並視需要加設猶上獅時加_ i校正裝置，經接合固定橋跨前緣並調整校正後，即可使第二段橋跨： 構早70形成鮮式接合態樣，並以_空橋跨面藉由吊具，將第二跨遠端 j橋墩柱由橋跨面往下吊植打入’進行橋體下構施工；俟下構橋墩柱打 设完成後，再與第二段橋跨遠端接頭固接完成，則完成第二跨。同樣依此 工法程序逐-跨建構第三、四、五段.··等橋跨，直至全程完成為丘。 200846520 雙向跨鱗谷河財案’餘讀向猶並配合逆打施工 川’最常見之建築物體應以橋襟或高架道路兩種最具代表性^ 二:式’除同於上述單向跨越深谷河川方案外’其差別性 ，_____蘭合對接^ ^何層-人，但足以克服較險峻之環境或地勢，並提早趕工 5_有道财案，健既有道路找輕 • :== wm細樹具細；其施作Λ 拉旁吊錢，即可融首段橋跨做為平台，_酸臂式或大型 橋’ _施作第二段橋跨上構單元，完全不影響 ϋ並二ί订，第二段橋跨上構*元係以首段橋跨前緣為接合與固定 橋設㈣上構臨時加_調整校正裝置，經接合固定首段 二則、计H权正後’即可使第二段橋跨上構單元，形成懸臂式接人 ;:並:此懸空橋跨面藉由吊具’將第二跨遠端下構橋墩柱由橋跨面： 橋跨遠端接顧接完成，敢成第二f法料逐 性降至最低。 b讓車机通订，使既有道路與道路周邊環境影響 作，在it 打1施工方案’/系指傳統工法與本發明工法混合施 在平坦!:作需::二：要 將相關二二 橋跨完成後’即藉由首段橋跨做為平台， 構單元疋第拉索吊具’移至首段橋跨面’先行施作第二段橋跨上 需要加構單元係以首段橋跨前緣為接合與固定對象，並視 並調整固與調整校正裝置，經接合固定首段橋跨前緣、 此縣空萨由 =弟二段橋跨上構單元’形成懸臂式接合態樣，並以 此一橋跨面猎由吊具，將第二跨遠端下構橋墩柱由橋跨面往下吊植打入， 6 200846520 進订，體下構施工；俟下構橋墩她設完滅，再與第二段橋跨遠端接頭 固接完成，則完成第二跨。同樣依此工法程序逐一跨建構第三、四、 · 等橋跨，直至全程完成。 又 、，二、臨時施工便橋或施讀台方案，本方案似簡化性施作平台或高架 平台為主，其施作方式，係以首段橋跨完成後，即藉由首段橋跨做為平台， f相職臂式献錄索巾具，移至首段橋跨φ，第二段橋跨±鮮元； •第二段橋跨上構單元係以首段橋跨前緣為接合與固定對象，並視需要加設 懸臂上構叫加_調整校正裝置，經接合固定首段橋跨前緣、並調整校 正後二即可使第二段橋跨上構單元，形成懸臂式接合態樣，並以此懸空橋 _跨賴由巾具，·二跨遠端下猶躲由橋跨面往1^衡认，進行橋 體下構施卫；俟下構橋墩柱打設完成後，再與第二段橋跨遠端翻固接^ 成，則完成第二跨。同樣依此工法程序逐一跨建構第三、四、五段·· · 等橋跨，直至全程完成為止。 又 ，事工程施工構台及便橋施作方案，係以克服險峻海象為主要目的， 主要是以碼贼卩磁料首舰作’ #首錄跨完紐，㈣由首段橋跨 做為施作平台，將相關旋臂式或大型拉索吊具，移至首段橋跨面，先行施 作第二段上鮮元橋跨；帛二段橋跨上鮮祕財段橋跨前緣為接合盘 固定對象’並視需要加設懸臂上構臨時加固與調整校正裝置，經接合蚊 鲁首段橋跨前緣、並調整校正後’即可使第二段橋跨上構單元，形成懸臂式 接合態樣’並以此懸空橋跨面藉由吊具，將第二跨遠端下構橋墩柱由橋跨 面往下打人’再進行下義定駐（如打齡海絲床）；俟下構 橋壞柱打設完成後’再與第二段橋跨遠端接·接完成，則完成第二跨。 同樣依此工法程序逐一跨建構第三、四、五段...等橋跨，直至全程完 成為止。 【先前技術】 依據傳統橋滅多層式高架道雜工法，均是以先施作於基礎橋缴柱 下構後’再施作上構橋面，喊成整體橋樑或錢式高架道路。 200846520 前述傳統施作工法，對於地勢與環境不良區域，如：深谷、河川·· · 等區域，則因無運輸道路可至橋墩位置，73需另闢施工便道通及於下構橋 墩柱位置，以便於下構橋墩柱施工；如第一圖所示，為施作於下構橋墩: (A 1 )，需全線鋪設施工便道（B 2 )及施工構台（B i )，此一便道之 鋪設，影響所及即是破壞自然觀、景觀與水料；相對地，施工效率、 進度與成本負擔，均是業者所不願見及之事。 、，以第-圖所示之比較分析圖，即可明顯看出，本發明在以逐跨並配合 逆打工法猶下，是不需便_設’同時大亦能節省大型運輸車輛往來運 輸成本’具有簡單施作舞低環境影f，_是――水顏、自然保River (4) Japanese car, the next broadcast privately ‘Wen Rishang her work efficiency and overcome the cum in the deep valley π Chuan, the lower construction of the knowledge of the work of the road, cost and difficulty. According to the technical scope of the invention of the present invention, it can be applied to the one-way cross-deep river river scheme. 2, two-way cross-deep rivers and rivers program. 3. Cross the existing road plan. 4. The traditional and cross-over counter-mixing construction plan. 5. Temporary construction of a bridge or construction platform plan. 6. Maritime engineering construction platform and toilet construction scheme. Among them: ', •~,” across the deep valley river program, refers to the one-way cross-span and counter-attack defense, the most common silk objects should be the most representative of bridges or elevated roads; After completing the first section of the bridge span, that is, by using the first section of the bridge span as the platform, the relevant spreader, f to the hundred section of the bridge spans the front, and the wire is applied as the second section of the bridge spanning the upper unit; the second section of the bridge span Upper unit system = the first section of the bridge spans the front edge of the joint oil county, and if necessary, add the _i correction device, and after the fixed bridge crosses the leading edge and adjusts the correction, the second section can be made. Bridge span: The structure of the early 70 forms a fresh joint pattern, and the second spanning j-pillar pier is hoisted from the bridge span by the spreader with the _ empty bridge span. Construction; after the installation of the truss piers and columns is completed, and then the second section of the bridge is fixed to the distal joint, the second span is completed. The third, fourth and fifth sections are also constructed one by one according to the construction procedure. · Wait for the bridge to cross, until the whole process is completed as a hill. 200846520 Two-way cross-scale valley river financial case 'the rest of the reading to Yu and the counter-attack construction Chuan' is the most common Building objects should be the most representative of bridges or elevated roads. ^2: In addition to the above-mentioned one-way cross-deep rivers and rivers, the difference is different, _____ lan mate docking ^ ^ layer - people, but enough Overcome the more dangerous environment or terrain, and early rush to work 5_ have a road to the case, health has a road to find light • :== wm fine tree with fine; its application Λ pull side of the money, you can melt the first section of the bridge For the platform, the _acid arm type or the large bridge ' _ is the second section of the bridge spanning the upper unit, which does not affect the ϋ and ί 订, and the second section of the bridge straddles the upper part of the bridge. The joint and fixed bridge (4) upper temporary _ adjustment correction device, after the first section of the joint is fixed, and the right weight is calculated, the second section of the bridge can be erected to form a cantilevered joint; The suspension bridge spans the surface of the second trans-terminal lower bridge by the spreader's span: the bridge spans the distal end to complete the connection, and the second f-material is reduced to the lowest. b Let the car The machine is booked to make the existing roads and the surrounding environment of the roads work. In the it hit 1 construction plan' / refers to the combination of the traditional method and the method of the invention in the flat!: Requirements: 2 After the completion of the relevant two-two bridge spans, that is, by using the first section of the bridge span as a platform, the structural unit 疋 拉 cable spreader is moved to the first section of the bridge span. The unit is connected and fixed with the leading edge of the first section of the bridge, and the adjustment and adjustment device is adjusted and adjusted. The first section of the bridge spans the leading edge, and the county is replaced by the second section of the county. Forming a cantilevered joint pattern, and using this bridge to hunt the sling by the spreader, the second spanning distal bridge pier column is driven down from the bridge span, 6 200846520, the substructure construction; After the lower bridge pier is set, the second span is completed with the second bridge spanning the distal joint. The third, fourth, and the like are also constructed one by one according to this procedure, until the whole process is completed. And, second, the temporary construction of the bridge or the reading platform program, this program is like a simplified application platform or an elevated platform, the way of its implementation, after the completion of the first section of the bridge, that is, by the first section of the bridge For the platform, the f-phase arm-type recruitment of the towel set, moved to the first section of the bridge span φ, the second section of the bridge span ± fresh yuan; • The second section of the bridge spans the upper unit with the first section of the bridge spanning the leading edge as the joint and fixed object, and if necessary, add the cantilever upper structure called the plus adjustment adjustment device, and fix the first section of the bridge spanning the leading edge and adjust After the second correction, the second section of the bridge can be built up on the upper unit to form a cantilevered joint pattern, and the suspended bridge can be used as a hanging bridge. The second span of the cross is hidden from the bridge to the side. It is recognized that the lower part of the bridge is constructed; after the installation of the bridge pier is completed, and then the second section of the bridge is connected to the distal end, the second span is completed. In the same way, the third, fourth, and fifth sections of the bridge are constructed one by one according to this procedure, until the whole process is completed. In addition, the project construction platform and the bridge construction scheme are mainly aimed at overcoming the dangerous walrus. The main purpose is to use the code thief and the first ship of the magnetic material to make the #首录过过纽, (4) from the first section of the bridge as the implementation. The platform, the relevant spiral arm or large cable spreader, moved to the first section of the bridge span, first applied to the second section of the fresh element bridge span; the second section of the bridge spanned the fresh secret section of the bridge across the leading edge of the joint The fixed object of the disc is fixed and the temporary reinforcement and adjustment correction device of the cantilever is added as needed. After the first section of the bridge is connected to the front edge of the mosquito, and the adjustment is adjusted, the second section of the bridge can be erected to form a cantilever type. The joint state 'and the suspended bridge spans the sling, the second span of the lower cross-shaped bridge pier is hitn by the bridge across the surface' and then the lower right (such as the ageing sea bed); After the lower bridge is broken, the second span is completed after the second bridge is connected to the remote end. In the same way, the third, fourth and fifth sections of the bridge are constructed one by one according to this procedure, until the whole process is completed. [Prior Art] According to the traditional bridge-killing multi-layer elevated road handicraft method, it is applied first to the foundation bridge and then to the upper bridge, and it is called the whole bridge or the money-type elevated road. 200846520 The above-mentioned traditional construction method, for areas with poor terrain and environment, such as deep valleys, rivers, etc., because there is no transportation road to the position of the pier, 73 need to open another construction road and the position of the lower pier. In order to facilitate the construction of the bridge pier column; as shown in the first figure, for the construction of the lower pier: (A 1 ), the construction access road (B 2 ) and the construction pedestal (B i ) should be laid across the line. The impact is to destroy the natural view, landscape and water materials; relatively, the construction efficiency, schedule and cost burden are all things that the industry does not want to see. According to the comparative analysis chart shown in the first figure, it can be clearly seen that the present invention is in a step-by-span and counter-work method, and it is not necessary to set a large transport vehicle. Cost 'has a simple effect of dancing and low environmental impact f, _ yes - water, nature
或珍貴物種保護區···等。 依據傳統橋樑或多層式高架道路施工法，施作下構橋壞柱（A工）時， 有時需打設全線駐便橋（B 2 )及駐構台（β i )，时橋歡（A工） 形成辅助性之猶定位，誠如第二騎示，施卫構台（b丨） 大 部份以台面、樁柱結構體為主，對於物料耗損上相當大，回收可再利用性 功對小；因此，成本請健树沉重，再加上施作又因屬高空平台工 Ϊ餅ί有—定危險性，防護措施之増設，再度增加成本負擔；然，此等問 觸j .虹鱗不彰與緩慢施作進度，仍是業者所不願見及之事。 以所岐比較分析圖，即可_看出，本發明在以逐跨並配合Or precious species protected areas···etc. According to the traditional bridge or multi-layer elevated road construction method, when constructing the lower bridge (A), it is necessary to set up the whole line of the bridge (B 2 ) and the station (β i ). The formation of auxiliary positioning is as good as the second riding, and the construction of the platform (b丨) is mainly based on the mesa and pile structure. The material consumption is quite large, and the recycling reusability is small. Therefore, the cost should be heavy, and the application is due to the high-altitude platform work. There is a certain risk, the protection measures are set, and the cost burden is increased again. However, these questions are not. The progress of the slow and slow implementation is still something that the industry does not want to see. According to the comparison analysis chart, it can be seen that the present invention is used in a spanning manner.
SC大^下亦7^全不需施工構台施設，橋墩柱直接由橋跨往下植定， 除成本大幅低，亦因施作簡單而可增快施工進声。 盘河橋襟或多層式^道路駐法，在跨越深谷 ( b ir ( b 3 > u rnm、處 4如第三圖所示；俾令橋徵柱 便於师運輪；對於此魏境地勢，除使施 自妙产二二^外’成本施作亦是可想而知，影響所及除是不可預知之 本負擔，仍是業者所不願見及之事。 進度”成 續如第四騎示’依據傳統施工便橋及敎構台施工法，均是以先施 200846520 作=基礎橋墩柱（A i)後，再__施作於上構橋面（A 2)，以完成整體 之，工便橋或施工構台；由於傳統工法是以基礎橋墩柱（A i )先行施作， ^礎橋墩柱（A 1 )，因地基水平高、低度不同，每—基礎橋墩柱（A 1 ) L深度及位置不易㈣，水平精準度之控概高度施工經驗， ==:=輯準度控制與誤差值過大’造成後續補救措施， 、=第四圖之比較分析圖’即可明顯看出，本發明在以逐跨並配合逆打 作橋跨上構’橋跨與橋跨接合後之水平度，則必 ;:使力’隨其而後之校正與調整，均可成為施作最佳利器， ====卿職，树嶋施工便 【發明内容】 經上所述，為能驅使本發明能簡化施工程序、成本、有效降低施 =環:Γί響暨降低水源區、自然保護區或珍貴物種保護區之破壞， 特別:逐跨逆《樑工法及其系統」，本案發明實質義意如下： 1施工私序，元全排除全線鋪設便道與施工構台，直接以太於 跨面積做為施作平台，同時對於㈣運輸與人員施作能力性，= =以克服與簡化外，特別是針對 控制’使得整體施作更為簡化而快速。 町獲付精準 产L· ΐ效降低施作成本’以工程而言，簡化程序即等於加快效率盘進 i鋪降低與可控制成本；其次，本發明在排= 為業者所糾術與^_=將是編賴，亦繼所樂見， 完全===之轉，树-法能讓已 間，特別U對有空，不必侧大幅施作面積與時 來之無形’細料贿閉，所帶 200846520 4 .降低水祕、自贿護區或珍貴物觀護區之破壞 絡 工法所需全賴設便道與施項台而言’便叙鋪設除紐除哺^外、、、， 整條便這延線必顧大型運輸工具，致使周邊自然環境_破壞 水源區之污染，實非一朝、一日即可復原。 、疋 綜上所述’本發明係新創突破性之理念，賦予本發明高等進 除能提供多種橋樑與多種高架便道施作全新工法與配置外，更可衍用^. 單向跨越深谷河川、雙向跨越深谷河川、跨越既有道路、傳統與逐跨逆打 混合施工、臨時施讀橋或駐構台、海紅程駐構台與便橋施作等.·. 方案’以辭此種工法最高與最優之產業细價值；於此，本發明人The SC is not required to be constructed, and the pier column is directly planted from the bridge. The cost is greatly reduced, and the construction can be increased due to the simple application. Panhe Bridge or multi-layered roads in the law, in the deep valley (b ir (b 3 > u rnm, 4 as shown in the third picture; the 俾 桥 征 征 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于 便于In addition to the application of the cost of the production of the second and second generations, it is conceivable that the impact is beyond the unpredictable burden. It is still something that the industry does not want to see. According to the traditional construction of the bridge and the slab construction method, the four-ride demonstration is based on the application of 200846520 as the foundation pier column (A i), and then applied to the upper deck (A 2) to complete the whole , the construction bridge or construction gantry; because the traditional method is based on the foundation pier column (A i ), ^ foundation pier column (A 1 ), because the foundation level is high and low, each - foundation pier column (A 1 ) L depth and position are not easy (4), the level of precision is highly controlled by the construction experience, ==:= the accuracy control and the error value is too large, causing follow-up remedial measures, and the comparison chart of the fourth figure can be clearly seen According to the present invention, the level of the bridge span and the bridge span after the span-by-span and counter-compacting bridges are crossed; With it, the correction and adjustment can be the best tool for the application. ====Qing, the construction of the tree will be [invention] According to the above, in order to drive the invention, the construction procedure can be simplified, cost and effective. Reduce the Shi = ring: Γ 响 暨 降低 降低 降低 降低 降低 降低 降低 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨 暨Exclude the laying of pavements and construction slabs across the entire line, directly as a platform for the construction of the area, and for (4) transport and personnel capacity, = = to overcome and simplify, especially for control 'making the overall application more simplified And fast. The town is paid for the precision production L· ΐ effect reduces the cost of construction'. In terms of engineering, the simplified procedure is equivalent to speeding up the efficiency of the reduction and controllable costs; secondly, the invention is in the row = for the operator And ^_= will be a compilation, and it will be followed by a complete, === turn, the tree-method can make it, especially the U is free, no need to make a large amount of area and time invisible 'fine material Bribery, bring 200846520 4 . Reduce water secrets, The destruction of the self-bribery protection zone or the precious material protection zone depends on the convenience of the road and the implementation of the "Taiwan-supplied pavilion, except for the feeding, and the whole line. The tool causes the surrounding natural environment _ to destroy the pollution of the water source area, which can be restored in one day and one day. In summary, the present invention is a new breakthrough concept that gives the invention a variety of advanced energy removal. Bridges and a variety of elevated access roads can be used for new construction methods and configurations. They can be used in one-way crossings of deep valleys, two-way crossing deep valleys, crossing existing roads, traditional and cross-over counter-mixing construction, temporary reading bridges or stations. Constructing Taiwan, Haihongcheng Reconstruction Platform and the construction of the bridge, etc. The scheme's resignation of the highest and best industrial fine value of this method; here, the inventor
本案設計雖簡單，但確實深具高等之進步_性；為使貴審= 員，能對本發明之特徵與實質效能更為透澈與瞭解，特以「實施方— 配合圖式詳細說明如下： 、〜」亚 【實施方式】 本發明詳細技抽容，供完㈣—套橋耻行絲再據以施 做下構，^為-種逆抛m同時，再配合逐跨式之橋跨，以逐跨方 式逐步進行’進而構成本發明「逐跨勒_橋樑工法及其祕」要義。 如第七圖所示，具體技術内容，包括： 預先組立（繞鑄）完成之上構單元（橋跨）（1 )，可為鋼n疑土、 預力混凝土或金屬建構物。 一：員先元成之上構單元（1 )，吊放並與已完成部份橋樑之接合固定單 2)施以接合；可為鋼筋混凝土續接、螺栓接合、焊合、高拉力鋼棒 等，做為接合元件，並視需要加設調整校正裝置（6)。 利用已完成之上構單元（1)來做為下構橋墩柱（3)導引單元 及精度控制與調整。 將已吊放完成之上構單元（i)及已打植入完成之下構橋墩柱（3) 以固定單元（5)接合。 吊放上構單元（1)之吊具以及打植入下構橋墩柱之打植機具（7 )。 200846520 依據上述之系統工法與配置，在實際運用面上 向跨越深谷河川、雙向跨越深谷河⑴、跨越既有道路、匕=二早 合施工、臨時施工便橋或施工構台、海事工程施工便橋=逐^打混 例方案。 從傦或構台施作等實施 其中：第-實施例方案，單向跨越深谷河川施作， 上，2法與配置系統，即可施以單向逐跨深谷與河H二二」 弟一貫施例方案，雙向跨越深谷或河刀I施作，如第五巴所，：、 向冊施^直至兩頭對接完成為止。 所不’係以雙 貫％例方案，跨越既有道路施作，如第六圖 ____ ，可令施作橋樑下方完全淨空’不影響往來車流，可:單: 逐步”向逐步跨越後對接，直至完成為止。h 了以早向 第四實施例方案，傳統與逐跨逆打混合施卫，， 务明之工賴配m可與全部或部份傳統 成之^ 二“制平台或兩架平台為主，依據上述工法與配置，逐一跨建i 一、二m ··等橋跨，直至全程完絲止。 ^依序逐—跨建第二'三、四'五段...等橋跨，直至全程完 =上=，本發明不論從運用目的上、效能上、進步性及新麵等觀 均具有雜之實舰步要件，誠然已符合發明專利法所強 賜予本創作應有之保障，實感德便。 知於科嗔查後，早日 11 200846520 【圖式簡單說明】 第一圖··係本發明與傳統工法比較分析示意圖（一）。 第二圖：係本發明與傳統工法比較分析示意圖（二）。 第三圖：係傳統工法運用於跨深谷或河川示意圖。 第四圖：係本發明與傳統工法比較分析示意圖（三）。 第五圖：係本發明第二實施例方案示意圖。 第六圖：係本發明第三實施例方案示意圖。 第七圖：係本發明第一實施例方案示意圖。 第八圖：係本發明第四實施例方案示意圖。 第九圖：係本發明第五實施例方案示意圖。 ® 第十圖：係本發明第六實施例方案示意圖。 【主要元件符號說明】 上構單元（1) 上構接合固定單元（2) 下構橋墩柱（3 ) 下構打植導引單元（4) 上、下構固定單元（5) 調整校正裝置（6 ) # 吊具及打植入機具（7) 12Although the design of this case is simple, it does have a high level of progress _ sex; in order to enable you to be more transparent and understand the characteristics and substantive effects of the present invention, the "implementation - matching diagram is described in detail below: ~"" [Embodiment] The detailed drawing capacity of the present invention, for the end (4) - the bristle line of the bridge is then applied to the lower structure, ^ is a kind of reverse throw m at the same time, and then with the span-by-span bridge span, Step by step, step by step, and then constitute the essence of the present invention. As shown in the seventh figure, the specific technical content includes: Pre-assembly (winding) to complete the superstructure unit (bridge span) (1), which can be steel n-predicted soil, pre-stress concrete or metal construction. One: the member is first formed into a superstructure unit (1), which is hoisted and joined with the completed part of the bridge. 2) can be joined; can be reinforced concrete continuous, bolted, welded, high tensile steel rod Etc., as an engaging element, and an adjustment correction device (6) is added as needed. The completed superstructure unit (1) is used as the guiding unit of the lower bridge pier (3) and the precision control and adjustment. The upper unit (i) that has been suspended and the bridge pier (3) that has been implanted are joined by the fixing unit (5). The spreader of the upper unit (1) and the planting implement (7) for implanting the lower bridge pier are suspended. 200846520 According to the above-mentioned system engineering method and configuration, in the actual application surface, it will cross the deep valley river, cross the deep valley river (1), cross the existing road, 匕=two early construction, temporary construction bridge or construction platform, maritime engineering construction bridge = ^ Play a mixed case. From the implementation of the raft or the gantry, etc.: the first-embodiment scheme, one-way crossing the deep valley river, the upper, the second method and the configuration system, can be applied one-way and one-story deep valley and the river H two two For example, the two-way crossing of the deep valley or the river knife I, such as the fifth bus,:, to the book until the two ends of the docking is completed. It is not a case of a double-passage scheme, which spans the existing roads, as shown in the sixth figure ____, which can make the full clearance under the bridge 'do not affect the traffic flow, but: single: step by step Until the completion of the h. In the early fourth embodiment, the traditional and cross-counter counter-playing mixed defense, the meditative work can be combined with all or part of the traditional ^ two "system or two The platform is mainly based on the above-mentioned construction methods and configuration, and the bridge spans of i, two m·· are built one by one until the whole process is completed. ^In order to cross-build the second 'three, four' five-section ... and other bridges, until the whole process = up =, the invention has the purpose of application, efficiency, progress and new face It is true that it has been in accordance with the invention patent law and is guaranteed by the invention patent law. After knowing the scientific investigation, as early as 11 200846520 [Simple description of the diagram] The first picture is a schematic analysis of the comparison between the invention and the traditional method (1). The second figure is a schematic diagram (2) comparing the invention with the traditional method. The third picture: the traditional method used to cross the deep valley or river. The fourth figure is a schematic diagram of the comparative analysis of the present invention and the traditional method (3). Figure 5 is a schematic view of a second embodiment of the present invention. Figure 6 is a schematic view showing the scheme of the third embodiment of the present invention. Figure 7 is a schematic view showing the first embodiment of the present invention. Figure 8 is a schematic view showing the scheme of the fourth embodiment of the present invention. Figure 9 is a schematic view showing a fifth embodiment of the present invention. ® Tenth Diagram: A schematic diagram of a sixth embodiment of the present invention. [Main component symbol description] Upper structure unit (1) Upper structure joint fixing unit (2) Lower structure pier column (3) Lower structure planting guide unit (4) Upper and lower structure fixing unit (5) Adjustment correction device ( 6) # Spreader and implant equipment (7) 12