201200683 六、發明說明： 【發明所屬之技術領域】 -種地下檔土壁結構的建築方法，特別是指一種以油 壓設備將預鑄職土雜板靜驗人地層，朗低噪音、 低排土、不需進棚備工程的爾播土壁靜齡入工法。 【先前技術】201200683 VI. Description of the invention: [Technical field to which the invention belongs] - A method of constructing a subterranean wall structure, in particular, a hydraulic device that will be used to check the ground of the soil, low noise, low row The soil is not required to enter the shed preparation project. [Prior Art]
在任何地面下的開挖工程進行前，為了抵抗工程四週 的土壤壓力狀水壓力’都會在·敎進储土設備的 基礎建設’為了確麻工場_安全，常見的施工方法包 含了打設鋼執樁、鋼板樁、樁、SMW工法或 壁等方式。 現請參閱第1 ® ’如圖中所示為—種鋼執樁的施工方 法。施工時間先以適當間距將鋼轨樁9〇釘人地層中，接著 一面進行開獅步驟，-面在峨樁9G兩側面的凹槽之間 置入裁切過的杉木板9卜肋填翻祕9() _間的空距以 免土石坍塌滑落。 其中，鋼軌樁90的施工雖然簡單且不需使用精密機 械’但疋完成的樁板結構具有透水性，容胃發生擔土崩塌 或是渴水的現象’處裡相當不易。在開挖深度較深的基礎 工程中谷f產生隆起或u、;貞的現象，且施卫過程中易發 出"眾音而干_民眾’因此在開挖深度以及施卫場所上都 受到了限制。 再請參閱第2圖，於圖中所示為一種鋼板播92的施工 方法。施工時以機具將預鑄的鋼板樁92依序打入土層中， 藉鋼板樁92之間接合面的卡榫以及與土壤的摩擦阻力固 定。但是此種鋼板樁92在施工時如果遭遇到堅硬地層，則 有樁板不易打人關題，當開挖深度較深肖，鋼板播的橫 斷面強度从魄抗土躺赴的阻抗,料，容易發生變 形。且鋼板樁92及峨樁91在打人土層巾時同樣具有垂 直精度不佳，且容易發出噪音的問題。 再請參閱第3圖，如圖中所示為一種預叠樁％的施工 方法預f樁93疋先在施工地點處使用預壘樁鑽掘機進行 掘孔《，當魏94 至號深度後在飢94中灌入 水泥砂毁，並於樁孔94中設置鋼筋籠95加強播體的抗張 力’最後在水泥養護完成之後於樁體頂部設題樁襟。預 壘樁93雖無上述不易於堅硬地層施工或噪音的問題，但是 由於施工品質控管料’使得樁_品質不佳，不足以抵 抗深開挖時擔土板產生的應力，或是在之間的縫隙容 易發生漏水、夾帶泥漿或掏空土壤的問題。因此亦不適用 於深開挖駐程中，而且由於懸樁鑽掘機的結構緣故， 在施工時距離邊界至少需要 25·3〇公麵距離，因此施 工場地亦有所限制。 、杨參閱第4圖，於圖中所示為一種連續壁％的劍 流程。由於上述各駐法的龜，在目前深開挖的擒土』 礎工程中錄縣構曝高，且止錢麵連續壁工法 在施作連續壁96時，為了埋設連續壁％必絲在連㉟ 96設計位置施細顧凝土料溝97，以料後續連㉟ %施作位置標核賴表土層顿齡!之用。接著依照! 201200683 計分割的單元以連續壁挖掘機98分段進行開挖，同時灌入 穩定液避免面崩塌。接著綁t組立鋼私％、以 及進行模板喊’麵喊糾购筋鮮元99吊放置入 連續壁溝槽961巾。_槪981(_)進行混凝土淹 灌。並重複以上步驟直至完成所有連續壁的施築。Before any excavation work under the ground, in order to resist the pressure of the soil around the project, the pressure of the water will be in the infrastructure of the earth-moving equipment. In order to ensure the safety of the plant, the common construction method involves the installation of steel. Pile, steel sheet pile, pile, SMW method or wall. Please refer to the 1 ® ’ construction method for steel piles as shown in the figure. During the construction time, the rail piles are first nailed into the ground layer at an appropriate interval, and then the lion opening step is carried out on one side, and the cut fir boards are placed between the grooves on both sides of the pile 9G. Secret 9 () _ between the space to avoid the collapse of earth and stone. Among them, although the construction of the rail pile 90 is simple and does not require the use of a precision machine, the completed pile plate structure has water permeability, and it is quite difficult to cause the soil to collapse or thirst. In the deep excavation of the foundation project, the valley f has a bulge or u, a smashing phenomenon, and it is easy to issue a "popular sound" during the process of defensive _ people's therefore suffered in the depth of excavation and the sanitation site. limit. Referring again to Fig. 2, a construction method of a steel sheet broadcast 92 is shown. During the construction, the steel sheet piles 92 of the concrete are sequentially driven into the soil layer by the implements, and the joints between the steel sheet piles 92 and the frictional resistance with the soil are fixed. However, if such a steel sheet pile 92 encounters a hard layer during construction, there is a pile board which is not easy to hit the subject. When the depth of the excavation is deep, the cross-sectional strength of the steel sheet is slid from the impedance of the soil. It is prone to deformation. Moreover, the steel sheet pile 92 and the pile pile 91 also have a problem that the vertical precision is poor and the noise is easily generated when the soil layer is hit. Please refer to Figure 3 again. As shown in the figure, the construction method of pre-stacked pile % pre-f pile 93疋 first use the pre-dwelling pile drilling machine to excavate the hole at the construction site, when Wei 94 to the depth In the hunger 94, the cement sand is poured, and the steel cage 95 is set in the pile hole 94 to strengthen the tensile strength of the broadcast body. Finally, after the cement curing is completed, the pile pile is set on the top of the pile body. Although the pre-base pile 93 does not have the above problems of being difficult to construct or noise, it is not good enough to resist the stress generated by the soil plate during deep excavation due to the poor quality of the construction quality control material. The gap between the two is prone to water leakage, entrainment of mud or hollowing out of the soil. Therefore, it is not suitable for deep excavation, and due to the structure of the pile boring machine, the distance from the boundary needs to be at least 25.3 mm, and the construction site is also limited. Yang refers to Figure 4, which shows a continuous wall% sword flow. Due to the above-mentioned turtles in the law, in the current deep excavation of the bauxite foundation project, the county structure is exposed high, and the continuous wall method of the stop surface is applied as the continuous wall 96, in order to bury the continuous wall 35 96 Design location to pay attention to the concrete trench 97, in order to use the material to be attached to the surface of the surface layer for the age of 3! Then, according to the 201200683 split unit, the continuous wall excavator is excavated in 98 sections, and the stabilizing liquid is poured in to avoid surface collapse. Then tie the t group of steel and steel private %, and carry out the template shouting 'face shouting to buy the fresh element 99 hanging into the continuous wall groove 961 towel. _槪981(_) for concrete flooding. Repeat the above steps until all continuous wall construction is completed.
3雖然連續壁1法具有結_性®，止水性佳的優點， 但是施工過程卻有相當多祕制。首先構築連續壁卯時必 須先開挖-個深度與賴壁96等深的惠續壁溝槽961。在 開挖具有如此深度的狹聽_，秘會產生大量廢土， 且土壞的自立性變成-種相當重要的問題。在開挖具有如 此深度的連續壁溝槽961，必須使用相當精密的重型機且進 行掘削健。在實際施叫必敝賴具行進及作業時所 產生的震騎於已挖設溝槽的影響，場地以及行進路 線必須進行詳細_。耐工料觸境較獅，或是地 處偏通的情形下，為紅程所需的機具能順利進出，更是 常需要進行開設便道，建造便橋等臨時工程。 再者’進行料溝開挖時為了避免連續壁溝槽961坍 塌，必須在開挖過程中對開挖的土層灌入穩定液，為了使 穩定液能夠發躲佳魏，常常必須職定麟行PH值調 整等作業，所添加的各種化學_彳存有破壞自然環境的疑 慮。且如此掘削出來的土壤含有大量穩定液，由於土壤中 含水量大，無法直歸理，騎必須另行設置棄土坑進行 暫存，等待廢土沉触村進行搬運，處理上會增加額外 的時間及設備成本。 2ϋ12〇〇683 設過=!的物建造工法仍然費時費工，不但建 龐大讀土，碑合獅财，且工程規模 龐大’對於週遭_或是環境都會造成很 必要進行工法改良。 ^貝有 【發明内容】 旦本么月之主要目的在於提供一種減少開挖面積及排土 =的擔土雜造方法，則議植錢將預先雜完成的連 續壁樁採取m埋設於目觀點，減少廢土量以及對 力環境的影響。 本發明之次-目的在於提供一種低震動，低臀音的擋· ^壁建造方法’於施工時不會妨礙都市中的各項機能，如 父通基礎建SX與日常商業活動，且由於噪音與震動極少， 於夜間時亦可進行作業，無時間上的限制。 本發明之又-目的在於提供一種能確實掌握連續壁樁 體結構強度㈣_建造方法，姉於現獅注的連續 壁，預先在工廠中鑄造的連續壁樁體不但可於確實監控的 環忧下製作元成，且品管及檢測容易，相較之下現場灌注隹 的連續壁或樁體㈣因環境或氣㈣素影響，品f難以控 制。 為達上述目的，本發明預鑄擋土壁靜壓植入工法的步 驟如下： 於預先規劃的施工起點處裝設反作用力設備，並將植 樁機固足於反作用力設備；將樁板吊運至植樁機並以夾持 頭挟持固疋，以植格機將捲板植入地層至一預定深度；鬆 6 201200683 開固定夾，並將植樁機上升；使植樁機主體前進，並調整 固定夹；將赫機下降，錢合m定紐鋪細定；繼 續將樁板植人地層至完全壓人地層；以及重複以上吊運格 板並植入的步驟至完成所有工程。 而其中裝設反作用力設備的步驟如下：3 Although the continuous wall 1 method has the advantages of knot- _ sex®, good water repellency, but the construction process has quite a lot of secrets. First of all, when constructing a continuous niche, it is necessary to first excavate a deep wall groove 961 with a depth equal to that of the Laiwu 96. In the excavation, there is such a depth of _, the secret will produce a lot of waste soil, and the soil's self-reliance becomes a very important problem. In the excavation of the continuous wall groove 961 having such a depth, it is necessary to use a relatively sophisticated heavy machine and carry out the excavation. In the actual application, the impact of the seismic ride on the trenches that have been generated during the travel and operation, the site and the route must be detailed _. When the workpiece is in contact with the lion or the ground is biased, the equipment required for the red journey can smoothly enter and exit. It is often necessary to open temporary roads and build temporary bridges and other temporary works. In addition, in order to avoid the collapse of the continuous wall groove 961 during trench excavation, it is necessary to inject a stable liquid into the excavated soil layer during the excavation process, in order to enable the stable liquid to hide from the Wei, it is often necessary to In the work of adjusting the pH value, the various chemicals added have doubts that damage the natural environment. The soil so excavated contains a large amount of stable liquid. Because the water content in the soil is large, it cannot be directly corrected. The ride must be separately set up with a spoil pit for temporary storage. Waiting for the waste soil to be transported by the village, the processing will add extra time. And equipment costs. 2ϋ12〇〇683 The construction method of the construction of the building is still time-consuming and labor-intensive. Not only does it have a large amount of land reading, but also a large-scale project, and the scale of the project is huge, and it is necessary to improve the workmanship around the environment or the environment. ^贝有[The content of the invention] The main purpose of this month is to provide a method for reducing the excavation area and the soil excavation = the method of planting the money, and then planting the money to pre-complete the continuous wall piles. Reduce the amount of waste soil and the impact on the force environment. The second aspect of the present invention is to provide a low-vibration, low-slip-proof wall-building method that does not hinder various functions in the city during construction, such as the construction of the SX and the daily commercial activities, and due to noise. There is very little vibration and it can be used at night, and there is no time limit. A further object of the present invention is to provide a continuous wall which can accurately grasp the structural strength of a continuous wall pile (4)_building method, which is cast in the factory, and the continuous wall pile which is previously cast in the factory can not only be monitored but also Under the production of Yuancheng, and quality control and testing is easy, compared to the continuous wall or pile body in the field of pouring 隹 (4) due to environmental or gas (four) factors, product f is difficult to control. In order to achieve the above object, the steps of the static pressure implantation method of the retaining wall of the present invention are as follows: a reaction force device is installed at a pre-planned construction starting point, and the pile driver is fixed to the reaction force device; Transported to the pile driver and held by the clamping head, the seeding machine is used to implant the coil into the formation to a predetermined depth; the loose 6 201200683 opens the clamp and raises the pile driver; the main body of the pile driver is advanced, And adjust the fixed clamp; lower the aircraft, the money is fixed, and the pile is planted to the fully indented stratum; and the above steps of lifting the grid and implanting are repeated to complete all the works. The steps for installing the reaction force device are as follows:
將反作用力架台擺設於預先規劃的施工起點處，並將 植樁機固定於反侧力架台；施打-反作用力螺旋鑽，當 反作用力螺補打人地層達狀深度後與鋪機相互固 定；藉由反作用力螺旋鑽將樁板依序植入地層中；以及植 入樁板後將反作用力螺旋鑽移除，並繼續進行自走植播的 動作至植入預定數量的樁板。 平父1主賓·狍例中 u他丄衣囟傾斜或過於狹隘之 地形因素’而不便於裝設反作用力料時，可施打反作用 力螺旋鑽㈣㈣；如財所示，施工場地位於-斜向坡地 上。在施工前先行架設—供反作用力架台置放的工作平 台’但為了避免此-小型的工作平台在植樁過程中受力過 大而崩塌’因此無法採用加設反作用力平衡塊的方法。並 改為在地層中打設—反作用力螺旋鑽，其步驟如下： 將反作用力架台擺設於預先__工起點處，並將 植樁機固定於反_力架台；架設反_力架台時依據工 程現地的均條件、以及植人私連續雜版長度而裝載 適當數量的反伽力平衡塊；將樁板平觸放於反作用力 架台的兩側，藉以穩枝_力料；藉由反侧力_ 將樁板依雜从射；以賴輯進行自紐樁的動作 7 至植入預定數量之樁板。 於又-較佳實施例中，當工程模較大，或是施工地 點已延伸至不利於擺設施i機具的場所，如水面上或狹窄 地型時’可_已植人完成的樁板頂部作為輸送播板的執 道’其詳細步驟如下： 在已埋設完成的樁板上由作業用吊車架設動力單元以 及植樁用巾車；依據施工賴使作翻巾車、動力單元以 及植樁機自走植樁前進；在已埋設完成的樁板頂部以作業 用吊車鋪雜馳道，並錄魏道上裝設贼推進器； 以執道推進蹄樁板運送至祕點；當植樁-紐量後以 執道推進純送輸賴道職軌至植樁點，並 車將其絲U獻關祕板輯。 在另-較佳實施例中’當預鑄_板長度不足以達到 施工所需的深度時’可祕板連接施卫，其步驟如下： 當樁板植人-預定深度後，將連接㈣樁板吊運至原 先樁板的頂端；在連接面處以電焊方式使兩個樁板相連 接；連接完成後再以植樁機將樁板植入地層中；重複以上 步驟直至植入深度達到預定深度。 於另-可行實施例中，由於靜壓施工會壓密樁板前端 的土翻粒’進而增加前雜抗，因此，上述靜壓旋轉破 :可進—步設置—水刀設備’此水刀賴在樁板前端的 射出兩壓水流，除可破壞地層之土壤雕結構外，可增加 ^壤顆粒間的⑽水壓力，使土壤顆粒形成容祕動的狀 I而且消出地面的喷流水不但可潤滑樁板的周圍面，更 201200683 可防止擠入樁板鉤槽之中的土石緊固，其詳細步驟如下： 將水刀噴頭連接於樁板底端；在植入樁板時將水刀喷 頭同壓人地層中，一邊利用水刀喷頭喷出高壓水拄，一 邊將樁板向下壓入，當樁板壓入地層中一定深度時停止水 刀喷射，並使植樁機向前自走移動；再次啟動水刀，並將 樁板完全壓人地層中；將水刀_由地層愤出而完成以 水刀辅助播板植入的動作。 於另一可行實施例中，植樁機遇到混有石塊的沙礫層 ^是岩盤層等堅硬地質時，難㈣樁板直肋入堅硬地 夤，因此’上述靜壓旋轉破碎機可進一步設置一碎石裝置， 此碎石裝置於靜壓_破碎機上—體設置―_鑽設備， 配合樁板同時下麼，並可先行挖掘樁板前端下的地基，再 把樁板繼續下壓與旋轉。其步驟如下： 將破碎鑽頭沿著樁板中預設的空隙一起植入地層中； 啟動破碎鑽頭對堅硬地層中的障礙物鑿孔、粉碎碟石以及 排土；在破碎鑽頭旋轉一定時間後將破碎鑽頭向上拔出， 並同步將樁板向下壓入以突破障礙物；重複以上步驟至樁 板完全植入地層中。 【實施方式】 茲為便於更進一步對本發明之構造、使用及其特徵有 更深-層明確、詳實的認識與瞭解，查舉出較佳實施例， 配合圖式詳細說明如下： 現請參閱第5圖，如圖中所示，在施工前首先先將施 工所需的機具運送至施工場地，並進行架設，其中，上述 201200683 的施工機具至少包含—植樁機1G，—反制力賴％，一 動力單元30以及作業所需數量的樁板4〇。 在此-可行實施例中，上述反作用力設備2〇為一反作 用力架台21 ’架設時將反作用力架台21擺設於預先規劃的 施工起點處，並將植樁機10固定於反作用力架台21上方。 架設反作帛力私21 _據X錢地的土雜件、以及樁 板的植人職*裝賴當數制反伽力平衡塊41 ;在本 _示之較佳實_中’上述反侧力平衡塊41選設為尚 未被使用的樁板40 ’且上述樁板4〇設為預鑄擋土連續壁。_ 將樁板40平均擺放於反作用力架台21的兩側，藉以穩定 反作用力架台21。當反作用力架台21.穩定後，便開始執行 自走植樁的步驟並植入樁板40;藉由樁板4〇形成反作用力 支撐結構，當植入預定數量的樁板40，且植樁機1〇也自走 離開反作用力架台21後，便撤除反作用力平衡塊41以及 反作用力架台21。 再明參閱第6圖及第7圖，在另一可行實施例中，因 知工表面傾斜或過於狹隘之地形因素，而不便於裝設反作像 用力平衡塊41時，可施打反作用力螺旋鑽(aUger);如圖中 所示，詳細步驟如下：由於施工場地位於一斜向坡地上。 在施工前先行架設一供反作用力架20台置放的工作平台 22 ’但為了避免此一小型的工作平台22在植樁過程中受力 過大而崩塌，因此無法採用加設反作用力平衡塊41的方 法。並改為在地層中打設一反作用力螺旋鑽42，其步驟如 下： 10 201200683 在施工起點處架設反作用力架台21，並將植樁機ι〇裝 设於反作用力架台21上；施打一反作用力螺旋鑽42，當反 作用力螺旋鑽42打入地層達預定深度後與植樁機1〇相互 固定，並藉由反作用力螺旋鑽42將樁板40依序植入地層 中；植入樁板4〇後將反作用力螺旋鑽42移除。其中，上 述反作用力螺旋鑽42具有一帶螺紋的樁柱，可旋入地層中 且不易拔出，因而在旋入地層後可提供植樁機1〇所需要的 反作用力。 現請參閱第8圖以及第9圖，當反作用力架台21移除 後，植捲機10繼續依照施工計晝規劃的路徑進行自走植格 的工程步驟，其中自走植樁的詳細步驟如圖中所示： 以作業用吊車50將樁板40懸吊至植樁機1〇的夾持頭 11 ;以夾持頭11將樁板4〇夾持固定，並施力向下壓入地 層中一歡深度；當樁板4G埋人深奴叫撐祕機1〇 後’鬆開植樁機10的固定夾12，並讓植樁機主體13上升； 使植樁機主體13前進’並配合樁板40的造型調整固定夾 12 ;使植樁機主體13下降至樁板4〇的頂端，關閉固定炎 12使植樁機10固定於樁板4〇上；並繼續將捲板㈣入至 規定深度。 現凊參閱第10圖及第11圖，當工程規模較大，或是 施工已延伸至不册擺設施工機具的場所，如水面上 或狹窄地型時，可_已植人完成的樁板4()頂部作為輸送 樁板40的軌道，其詳細步驟如下： 在已埋設完成的樁板40上由作業用吊車5〇架設工作 平台’動力單元30以及植樁用吊車51 ;其中上述動力單元 30以及祕用吊車51底部都設有與植樁機10相似的固定 失12 ’因而可以在樁板4〇頂端自走前進；接著在已埋設完 成的樁板4G卿以健㈣車％驗輸送輯6q，並於 輪送執道60上裝設執道推進器61 ;隨著植樁機1〇向前植 樁推進’與其配合的工作平台、動力單元3〇以及植捲用吊 車51亦跟隨自走前進；同時以執道推進器61將樁板40運 送至植樁點Η;當植樁—定數量之後再以軌道推進器61運 送輸送軌道闕ΙΛ 62雜麵丨4，並雜觀巾車51將 其安裝至已植入地層的樁板40頂端。 現凊參閱第U圖’如圖中所示，在植樁用吊車51吊 運樁板40時’為使樁板4〇平穩吊起，避免晃動，在吊運 時將吊車掛鉤52與樁板4G的-端掛鉤，並在樁板4〇的另 一端組合一滾輪裝置53 ;便於使樁板4〇垂直吊起；而吊運 輸送轨道用鐵幸九62時則由兩側將輸送執道用鐵執62水平 吊起，方便安裝。 再明參閱第12圖以及第13圖，於圖中所示，由於靜 壓施工會壓密樁板4〇前端的土壌顆粒，進而增加前端阻 抗，因此，上述植樁機10可進一步設置一水刀設備，此水 刀设備在樁板40前端並射出高壓水流，除可破壞地層之土 壌顆粒結構外’更可增加土壤顆粒間的孔隙水壓力，使土 壤顆粒形成容易移動的狀態。而且湧出地面的喷流水不但 可潤滑樁板40的周圍面，更可防止擠入樁板40鉤槽之中 的土石緊固，其詳細步驟如下： 201200683 將水刀噴頭70連接於樁板40底端；在植入樁板4〇時 將水刀噴頭7G -同壓人地層巾’-邊綱水刀噴頭7〇喷 出高壓水柱，一邊將樁板4〇向下壓入；當樁板4〇壓入地 層中-定深度時停止水刀傭，並使植樁機⑴向前自走移 動，完成自走動作後再次啟動水刀，並將樁板40完全壓入 地層中；最後將水刀喷頭7〇由地層中拔出而完成以水刀輔 助樁板植入的動作。 再请芩閱第14圖，於圖中所示之較佳實施例中，植樁The reaction force platform is placed at the pre-planned construction starting point, and the pile driver is fixed on the opposite side force platform; the hitting-reaction force auger is fixed to the paving machine when the reaction force screwing hits the stratum depth; The pile plate is sequentially implanted into the formation by a reaction force auger; and the reaction force auger is removed after the pile plate is implanted, and the self-propelled planting action is continued until a predetermined number of pile plates are implanted. In the case of Pingfu 1 the main guest, in the case of 丄, he is inclined or too narrow, and it is not convenient to install the reaction force. On the slopes. Before the construction, the erection of the working platform for the reaction gantry is carried out, but in order to avoid this, the small working platform collapses due to excessive force during the pile-planting process. Therefore, the method of adding the reaction force balance block cannot be adopted. And instead of setting up a counter-force auger in the stratum, the steps are as follows: Place the reaction force gantry at the starting point of the __ work, and fix the pile driver to the anti-force stand; when erecting the anti-force stand The average conditions of the project site, as well as the length of the implanted private serial version, are loaded with an appropriate number of anti-Galco balance blocks; the pile plates are placed on both sides of the reaction force platform to stabilize the branches; _ The piles are spliced from the shots; the movements from the piles are carried out 7 to the implantation of a predetermined number of piles. In the preferred embodiment, when the engineering mold is large, or the construction site has been extended to a place that is not conducive to the installation of the equipment, such as on the surface of the water or in a narrow type, the top of the pile can be completed. As a way to transport the board, the detailed steps are as follows: The power unit and the pile-planting towel are erected by the working crane on the piled board that has been buried; the toweling machine, the power unit and the pile driver are used according to the construction Self-propelled planting piles advance; on the top of the piled boards that have been completed, the cranes are used to spread the roads, and the thief propellers are installed on the Weidao road; the hoof piles are transported to the secret points by the road; After the volume, the company will continue to deliver the pure track to the planting point, and the car will distribute its silk to the secret board. In another preferred embodiment, when the length of the slab is not sufficient to achieve the required depth of construction, the slab joints are guarded, and the steps are as follows: When the pile is implanted - the predetermined depth is to be connected (four) The plate is hoisted to the top of the original pile plate; the two pile plates are connected by electric welding at the joint surface; after the connection is completed, the pile plate is implanted into the formation by the pile driver; the above steps are repeated until the implantation depth reaches a predetermined depth . In another feasible embodiment, since the static pressure construction will compact the soil tumbling at the front end of the pile plate and thereby increase the front miscellaneous resistance, the static pressure rotation is broken: the water knife device can be further set up - the water knife device The two pressure water flows at the front end of the pile plate, in addition to destroying the soil sculpture structure of the formation, the water pressure between the soil particles can be increased, so that the soil particles form a secret shape I and the spray water on the ground is not only eliminated. It can lubricate the surrounding surface of the pile plate, and 201200683 can prevent the earth and stone fastening squeezed into the hook groove of the pile plate. The detailed steps are as follows: Connect the water jet nozzle to the bottom end of the pile plate; In the same manhole layer, the water jet nozzle is used to spray the high pressure water raft, and the pile plate is pressed downward. When the pile plate is pressed into the formation to a certain depth, the water jet is stopped, and the pile driver is driven. The front self-propelled movement; the water knife is started again, and the pile plate is completely pressed into the ground; the water knife_ is angered by the ground layer to complete the action of the water knife assisted broadcast board implantation. In another feasible embodiment, when the pile driver encounters a gravel layer mixed with stones, which is a hard geological state such as a rock disk layer, it is difficult to (4) the pile plate is straight into the hard ground, so the above static pressure rotary crusher can be further set. A gravel device, the crushing device is installed on the static pressure_crusher-body setting--drilling equipment, and the piled plate is combined at the same time, and the foundation under the front end of the pile plate can be excavated first, and then the pile plate is continuously pressed and Rotate. The steps are as follows: implant the crushing drill bit into the formation along the preset gap in the pile plate; start the crushing drill bit to scuttle the obstacle in the hard formation, crush the disc stone and drain the soil; after the broken bit rotates for a certain time The crushing bit is pulled up and simultaneously pushes the pile plate down to break through the obstacle; repeat the above steps until the pile plate is completely implanted in the formation. [Embodiment] In order to facilitate further understanding and understanding of the structure, use and features of the present invention, a better embodiment will be found, and the preferred embodiment will be described in detail with reference to the following figures: As shown in the figure, before the construction, the tools required for construction are first transported to the construction site and erected. The above-mentioned construction equipment of 201200683 includes at least 1G of pile driver, and the counter-force is 5%. A power unit 30 and a number of pile plates 4 required for the work. In this embodiment, the reaction force device 2 is a reaction force frame 21' when the reaction force frame 21 is placed at a pre-planned construction starting point, and the pile driver 10 is fixed above the reaction force platform 21 . Erection of 帛力私私 21 _ according to X money land of the miscellaneous pieces, and the pile board of the implanted personnel * 当 当 制 制 制 制 制 ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; The force balance block 41 is selected to be a pile plate 40' that has not yet been used, and the pile plate 4' is set as a continuous soil wall. _ The pile plates 40 are evenly placed on both sides of the reaction force table 21, thereby stabilizing the reaction force table 21. When the reaction force frame 21. is stabilized, the self-propelled pile-pile step is performed and the pile plate 40 is implanted; the reaction force support structure is formed by the pile plate 4〇, when a predetermined number of pile plates 40 are implanted, and the pile is piled After the machine 1 also leaves the reaction force stage 21, the reaction force balance block 41 and the reaction force stage 21 are removed. Referring to FIG. 6 and FIG. 7 again, in another possible embodiment, the reaction force may be applied when the anti-image force weighting block 41 is not easily installed due to the topographical factors of the inclined or too narrow surface of the working surface. Auger (aUger); as shown in the figure, the detailed steps are as follows: because the construction site is located on a sloped slope. Before the construction, a working platform 22' for the reaction frame 20 is set up. However, in order to prevent the small working platform 22 from collapsing during the pile-pile process, the reaction force balance block 41 cannot be added. Methods. And instead, a reaction force auger 42 is set in the stratum, the steps are as follows: 10 201200683 The reaction force platform 21 is erected at the starting point of the construction, and the pile driver 〇 is installed on the reaction force platform 21; The reaction force auger 42 is fixed to the pile driver 1 when the reaction force auger 42 is driven into the formation to a predetermined depth, and the pile plate 40 is sequentially implanted into the formation by the reaction force auger 42; The reaction auger 42 is removed after the plate 4 is turned. Wherein, the reaction force auger 42 has a threaded pile which can be screwed into the formation and is difficult to pull out, so that the reaction force required for the pile driver can be provided after being screwed into the formation. Referring now to Figure 8 and Figure 9, after the reaction frame 21 is removed, the winder 10 continues to follow the construction plan to carry out the self-propelled planting steps, wherein the detailed steps of the self-propelled piles are as follows. As shown in the figure: The pile plate 40 is suspended by the working crane 50 to the clamping head 11 of the pile driver 1; the piled plate 4 is clamped and fixed by the clamping head 11, and the force is pressed downward into the formation. In the depth of a happy one; when the pile plate 4G is buried in the deep slave called the secret machine, the 'fixing clip 12 of the pile driver 10 is loosened, and the main body 13 of the pile driver is raised; the main body 13 of the pile driver is advanced' The fixing clip 12 is adjusted in accordance with the shape of the pile plate 40; the main body 13 of the pile driver is lowered to the top end of the pile plate 4, the fixed fire 12 is closed, and the pile driver 10 is fixed on the pile plate 4; and the winding plate (four) is continuously inserted. To the specified depth. Referring now to Figures 10 and 11, when the scale of the project is large, or the construction has been extended to a place where there is no such thing as a facility, such as a water surface or a narrow type, the pile plate 4 that has been completed by the person can be completed. () The top is used as the rail for conveying the pile plate 40, and the detailed steps are as follows: The working platform 'power unit 30 and the pile-pile crane 51 are erected by the working crane 5 在 on the embedded pile plate 40; wherein the power unit 30 is And the bottom of the secret crane 51 is provided with a fixed loss 12' similar to the pile driver 10, so that it can be self-propelled at the top of the pile plate 4; then the piled plate 4G Qing has been buried (four) car% inspection transport series 6q, and the impediment propeller 61 is installed on the transfer road 60; the work platform, the power unit 3〇 and the hauling crane 51 accompanying the pile driver 1〇 forward pile pile propulsion Going forward; at the same time, the pile plate 40 is transported to the planting point by the road propelling device 61; when the pile is piled up, the orbital propeller 61 is used to transport the conveying track 阙ΙΛ 62 miscellaneous 丨 4, and the caravan 51 is mounted to the top of the pile plate 40 that has been implanted into the formation. Now refer to the U-picture 'as shown in the figure, when the pile-pile crane 51 is used to lift the pile-slab 40' to make the pile-slab 4 squat smoothly and avoid swaying, and the crane hook 52 and the pile board are lifted during lifting. 4G end-end hook, and a roller device 53 is combined at the other end of the pile plate 4〇; it is convenient to make the pile plate 4 〇 vertically hoist; and the hoisting and transporting track is used for the second time, the fork will be transported by both sides. It is lifted horizontally with iron and is easy to install. Referring to FIG. 12 and FIG. 13 again, as shown in the figure, since the static pressure construction will compact the soil particles at the front end of the pile plate 4, thereby increasing the front end impedance, the pile driver 10 can further be provided with a water. The knife device, which is at the front end of the pile plate 40 and emits a high-pressure water flow, in addition to destroying the soil particle structure of the formation, can further increase the pore water pressure between the soil particles, so that the soil particles form an easily movable state. Moreover, the jet water flowing out of the ground not only lubricates the surrounding surface of the pile plate 40, but also prevents the earth and stone from being squeezed into the hook groove of the pile plate 40. The detailed steps are as follows: 201200683 Connecting the water jet nozzle 70 to the bottom of the pile plate 40 At the end of the implantation of the pile plate 4, the water jet nozzle 7G - the same pressure grounding blanket '- the side waterjet nozzle 7 〇 is sprayed out of the high pressure water column, while pushing the pile plate 4 〇 downward; when the pile plate 4 Pressing into the ground layer - stop the water knife maid when the depth is fixed, and move the pile driver (1) to move forward. After completing the self-propelled action, the water knife is started again, and the pile plate 40 is completely pressed into the formation; The knife head 7 is pulled out of the formation to complete the action of the water knife assisted pile plate implantation. Referring again to Figure 14, in the preferred embodiment shown in the figures, the piles are piled up.
機10遇到混有石塊的沙碟層或是岩盤層等堅硬地質時，常 難以將樁板40直接打人堅硬地質，因此，上述植捲機1〇 可進-步設置-碎絲置，此碎减置包含設置於植捲機 10上的破碎鑽頭80，其中該破碎鑽頭8〇使用與植捲機 相同的動力單元30軸，並可配合樁板4Q同步下壓，並 先行挖掘魏40 _下猶礙物，倾雜板4()植入地 層中。其步驟如下：When the machine 10 encounters a hard geological layer such as a sand disc layer or a rock disk layer mixed with stones, it is often difficult to directly hit the pile plate 40 into a hard geological state. Therefore, the above-mentioned winder can be set in a step-by-step manner. The crushing reduction comprises a crushing drill bit 80 disposed on the winder 10, wherein the crushing drill bit 8 uses the same power unit 30 shaft as the winder, and can be pressed synchronously with the pile plate 4Q, and firstly excavates Wei 40 _ under the circumstance, dumping board 4 () into the formation. The steps are as follows:
8〇_紐4()巾職啦隙—起植入地 層中、;啟動破碎錯頭80對堅硬地層中的障礙物S孔、粉碎 2石以及排土’在破碎綱8G旋轉時間娜破碎鑽頭 向上拔出’朗步將樁板4G向下壓人以突破障礙物；並 重複以上步驟至樁板40完全植入地層中。 齡仙❹閱第15圖至第17圖’如圖中所示’當預鑄的 純4〇長財足叫足實際獻的深雜树，可以將播 板40連接延長，其步驟如下： 田播板4〇植入一預定深度後，將連接用的樁板40吊 201200683 運至原先樁板40的頂端；在連接面處以電焊方式使兩個格 板4〇相連接；連接完成後再以植樁機10將樁板40植入地 層中，重複以上步驟直至植入深度達到預定深度。 綜上所述，本發明中採用油壓設備以靜壓入方式埋設 樁板’因此無震組噪音極低，避免妨礙觸居民的日常 生活，且施工時間不受限制；不需進行過多假設工程，施 工過程t的機具鎌板可由6植人的樁板做為軌道輸送， 因此可將工作空間縮減至最小，減少對環境的影響；且所 痛板均為預鑄完成，可以維持嚴格的品質控^並減少 施工時間以及人員數量；同時由於不必等待混凝土凝固， 更可以同時使用多台植樁機-同作業，提高作效率。 以上所舉實施例，僅用為方便說明本發明並非加以限 制’在不離本發明精神範嘴，_悉此一行業技藝人士依本 發明申請專補發瓶騎作之各種㈣變形與修 飾，均仍應含括於以下申請專利範圍中。 、/ 【圖式簡單說明】 第1圖係習用鋼執樁之施工示意圖； 第2圖係習用鋼板樁之施工示意圖； 第3圖係習用預壘樁之施工示意圖； 第4圖係習用連續壁之施工示意圖； 第5圖係本發贿設反_力架台及植人初期— 意圖； 下 第6圖係以反作用力螺旋鑽增加反作用力之示意圖； 第7圖係藉反作用力螺旋鑽將樁板植入地層之示意圖； 148〇_纽纽(4) toweling gap - implanted in the formation; starting the broken head 80 pairs of obstacles in the hard formation S hole, crushing 2 stone and dumping 'in the broken 8G rotating time Na broken bit Pull out the 'Lang step to push the pile plate 4G down to break the obstacle; and repeat the above steps until the pile plate 40 is completely implanted in the formation. The age of the fairy ❹ 第 15 15 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 图 ' 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄 預鑄After the seeding plate 4 is implanted to a predetermined depth, the pile plate 40 for connection is transported 201200683 to the top of the original pile plate 40; at the joint surface, the two grid plates are connected by electric welding; after the connection is completed, The pile driver 10 implants the pile plate 40 into the formation and repeats the above steps until the implantation depth reaches a predetermined depth. In summary, in the present invention, the hydraulic equipment is used to embed the pile plate by static pressure injection method. Therefore, the vibration of the vibration-free group is extremely low, and the daily life of the resident is prevented from being hindered, and the construction time is not limited; no excessive hypothesis engineering is required. The machine tool raft of the construction process can be transported by the 6-planted pile plate as a track, so the work space can be reduced to a minimum and the impact on the environment can be reduced; and the pain plates are all completed, and the strict quality can be maintained. Control and reduce the construction time and the number of personnel; at the same time, because there is no need to wait for the concrete to solidify, it is also possible to use multiple pile-pile machines at the same time to improve the efficiency. The above embodiments are merely used for the convenience of the description of the present invention and are not intended to limit the scope of the invention, and the skilled person in the art applies for various (four) deformations and modifications of the bottle-riding device according to the present invention. It should still be included in the scope of the following patent application. / / [Simple diagram of the diagram] Figure 1 is a schematic diagram of the construction of the steel-bearing pile; Figure 2 is a schematic diagram of the construction of the conventional steel sheet pile; Figure 3 is a schematic diagram of the construction of the conventional pre-base pile; Figure 4 is a conventional continuous wall The schematic diagram of the construction; the fifth picture is the bribery set _ force frame and the initial stage of planting - intention; the next figure 6 is a schematic diagram of the reaction force auger to increase the reaction force; the seventh picture is the counter-force auger to drill the pile Schematic diagram of the plate implanted into the formation; 14
201200683 第8目係本發明自走植樁步驟令開始植樁至樓起祕 機之示意圖； 第9圖係本發明自紐樁步驟中前進植樁機至完成植 樁之示意圖； 第10圖係於撞土連續娜頂裝設施工機具以及輸送執 道之示意圖： 第11圖係以輸送軌道運送樁板以及鐵軌之示意圖； 第12圖係本發日脉刀植樁步驟巾裝設水刀至撐起植捲 機之示意圖； 第13圖係本發3脉刀祕步射前進祕機至回 刀軟管之示意圖； 圖第14圖係進一步以破碎鑽頭於障礙地層愤樁之示意 第15圖錢接樁板步驟巾將樁板植人-定深度之示咅 第16圖係連接樁板步驟中連接樁板之示意圖；以及 第17圖係本發明完工之示意圖。 201200683 【主要元件符號說明】 10…植樁機 61…執道推進器 11…炎持頭 62---輸送軌道用鐵執 12…固定夾 70—水刀喷頭 13…植樁機主體 80—破^碎鑽頭 14—植捲點 90---鋼軌樁 20—反作用力設備 91…杉木板 21—反作用力架台 92—鋼板播 22—工作平台 93…預壘樁 30…動力單元 94…樁孔 40—播板 95…鋼筋嘴1 41…反作用力平衡塊 96…連續壁 42…反作用力螺旋鑽 961…連續壁溝槽 50…作業用吊車 97…導溝 51…植樁用吊車 98---連續壁挖掘機 52…吊車掛鉤 981—特密管 60---輸送軌道 99…鋼筋龍早元201200683 The eighth item is a schematic diagram of the self-propelled planting pile step of the self-propelled planting pile to start the pile-up to the building secret machine; FIG. 9 is a schematic diagram of the advancement of the pile-up machine to the completion of the pile-planting in the self-pile step of the invention; Schematic diagram of the continuous top-loading facilities and transporting roads in the collision of soil: Figure 11 is a schematic diagram of transporting piles and rails by means of conveyor tracks; Figure 12 is a set of waterjets for the Japanese-made knives Schematic diagram of propping up the winder; Fig. 13 is a schematic diagram of the haircutting machine from the 3rd knife to the returning hose; Figure 14 is a schematic diagram of the broken pile in the obstacle ground. The money pile board step towel will be implanted into the pile board - the depth is shown in Fig. 16 is a schematic diagram of the connection pile board in the step of connecting the pile board; and Fig. 17 is a schematic diagram of the completion of the invention. 201200683 [Description of main component symbols] 10...Plowing machine 61...Exercise propeller 11...Inflammation holding head 62---Conveying rail with iron holding 12...Retaining clip 70-Waterjet nozzle 13...Planting machine main body 80- Broken drill bit 14 - planting point 90---rail pile 20 - reaction force equipment 91... fir board 21 - reaction force platform 92 - steel plate broadcast 22 - working platform 93... pre-base pile 30... power unit 94... pile hole 40—Broadcasting board 95...reinforcing nozzle 1 41...reaction force balancing block 96...continuous wall 42...reaction force auger 961...continuous wall groove 50...working crane 97...guide groove 51...planting crane 98--- Continuous wall excavator 52... crane hook 981 - special pipe 60 - transport rail 99... reinforced dragon early yuan