TWM404858U - Composite construction of steel pipe and sheet pile - Google Patents
Composite construction of steel pipe and sheet pile Download PDFInfo
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- TWM404858U TWM404858U TW99217410U TW99217410U TWM404858U TW M404858 U TWM404858 U TW M404858U TW 99217410 U TW99217410 U TW 99217410U TW 99217410 U TW99217410 U TW 99217410U TW M404858 U TWM404858 U TW M404858U
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M404858 五、新型說明： 【新型所屬之技術領域】 本創作係有關於一種基礎工程專用之板樁牆，特別是 有關於一種鋼管板樁組合構造。 【先前技術】 按’鋼管樁與鋼板樁是圍堰工程令不可欠缺的單元， 因其材質穩定、質量可靠’在圍堰工程中早已被廣泛地 使用。特別像是構築橋墩、海側直立岸壁等基礎構造時， 白會運用到大量的鋼管樁與鋼板樁，以利於圍堰工程之 進行。一般而言，圍堰工程主要應考慮穩定與防滲之要 求更會依據不同深度之施工環境，而有著不同的安全 等級與規範，以確保圍堰工程完成後能提供最佳的穩定 性與防滲性。 有人嘗試將鋼管樁與鋼板樁一體焊接連結為鋼管板 樁，希望能進一步強化穩定性與防滲性，例如我國專利 證書號數129533 1號「鋼管板樁及鋼管板樁之連結構 造」。在鋼管樁兩側周圍面焊接有H型鋼之板材，尺寸 與結構各不相同以構成公母接頭，公接頭是形成為較小 型可嵌合於母接頭的翼板内側面和腹板面所圍繞的空 間。故在組配多個鋼管板樁時，因缺乏可個別組立之鋼 板樁，鋼管板樁的間距無法調整並有 、 门生限制之虞， 並且鋼管板樁的形狀恐不利於堆疊搬 、 史。此外，當供作 為母接頭的Η型鋼或為中央切斷，供 、 彤公接頭嵌入， 將可能造成Η型鋼的結構破壞，而 $或C形公接頦則 3 M4〇48、58 須延伸有一段足夠之長度，以到達位在另一 H型鋼中央 位置之母接頭，恐難以避免不受應力彎曲變形。M404858 V. New description: [New technical field] This creation department is about a special pile wall for foundation engineering, especially related to a steel pipe sheet pile composite structure. [Prior Art] According to the 'steel pipe pile and steel sheet pile, it is an indispensable unit for the cofferdam project. Because of its stable material and reliable quality, it has been widely used in the cofferdam project. In particular, when constructing foundation structures such as piers and erected banks on the sea side, Bai will use a large number of steel pipe piles and steel sheet piles to facilitate the cofferdam project. In general, the cofferdam project should mainly consider the stability and anti-seepage requirements and will be based on different depths of the construction environment, and have different safety levels and specifications to ensure the best stability and protection after the completion of the cofferdam project. Permeability. Some people have tried to weld steel pipe piles and steel sheet piles together into steel pipe piles. It is hoped that the stability and impermeability can be further strengthened. For example, China Patent Certificate No. 129533 No. 1 "Building of steel pipe piles and steel pipe piles." H-shaped steel plates are welded on the sides of the steel pipe piles, and the dimensions and structures are different to form a male and female joints. The male joints are formed to be smaller and can be fitted to the inner side of the wing and the web surface. Space. Therefore, when a plurality of steel pipe piles are assembled, the spacing of the steel pipe piles cannot be adjusted due to the lack of individual steel sheet piles, and the shape of the steel sheet piles is not conducive to the stacking and history. In addition, when the Η-shaped steel for the female joint is cut off at the center, the male and female joints are embedded, which may cause structural damage of the Η-shaped steel, and the $ or C-shaped male 颏 3 M4 〇 48, 58 shall be extended. A length of sufficient length to reach the female joint at the center of the other H-shaped steel, it is difficult to avoid bending deformation without stress.
因此，一般在圍堰工程中 結構造作為主要單元，以避 較低之成本與實用性。在利 程中，通常是以鋼管樁作為 適當距離，以在其間設置多 樁之聯結器之開口係朝向同 當注意每一鋼管樁之設置方 鋼管樁設置錯誤，則必須由 拆除，並重新進行打樁動作 利性與效率。 【新型内容】 仍是以鋼管樁與鋼板樁之連 免發生上述之問題，更具有 用鋼管樁與鋼板樁之圍堰工 主樁，並在兩鋼管樁之間取 個鋼板格。然而，以往鋼管 一方向，在施工時必須要相 向，倘若不小心將其中之— 設置錯誤之鋼管樁往後依序 ，故大幅地降低了施工之便Therefore, structure is generally used as the main unit in the cofferdam project to avoid lower cost and practicability. In the interest rate, usually the steel pipe pile is used as the appropriate distance, so that the opening of the coupling with the multi-pile between them is oriented, and the installation of the steel pipe pile with the attention of each steel pipe pile is wrong, it must be removed and re-executed. Piling action profitability and efficiency. [New content] It is still the connection between steel pipe piles and steel sheet piles. The above problems are avoided. The main piles of steel pipe piles and steel sheet piles are used, and a steel plate is taken between the two steel pipe piles. However, in the past, the direction of the steel pipe must be opposite during construction. If the steel pipe pile with the wrong setting is inadvertently followed, the construction will be greatly reduced.
本創作之主要目的係在於提供 母須考慮打樁之方向性問題， ’更大幅提升施工之便利性與 為了解決上述之問題， 一種鋼管板樁組合構造， 有效降低施工錯誤之情况 效率。 本創作的目的及解決 案來實現的。本創作揭示 複數個垂直豎立之鋼管格 個凹形鋼板樁，在該些綱 應之至少一凸形鋼板樁與 樁之外緣管壁係設有兩仇 一凸板聯結器與一凹板聯 其技術問題是採用以下技術方 〜種鋼管板樁組合構造，包含 、複數個凸形鋼板樁以及複數 管樁之間係依序間設有數量對 至少一凹形鋼板格，每一鋼管 置對稱且開口朝向不同方向之 結器’每一凸形鋼板樁之兩側 4 M404858 係-體f折成兩對稱之H结凸緣，每—凹形鋼板播 之兩側係-體彎折成兩對稱之第二聯結凸緣，其中該些 第-聯結凸緣係以直立導滑方式扣合至對應位置之該： 板聯結器與該些第二聯結凸緣，並且該些第二聯結凸緣 係以直立導滑方式扣合至對應位置之該凹板聯結器。 本創作的目的及解決其技術問題還可採用以下技術 措施進一步實現。The main purpose of this creation is to provide the directional problem of the mother to consider piling, and to greatly improve the convenience of construction and to solve the above problems, a steel pipe sheet pile combination structure, which effectively reduces the efficiency of construction errors. The purpose of this creation and the solution to achieve it. The present invention discloses a plurality of vertically erected steel tube concave steel sheet piles, and at least one of the convex steel sheet piles and the outer edge wall of the piles are provided with two embossed convex plate couplings and a concave plate The technical problem is to adopt the following technical method: a steel pipe sheet pile composite structure, including, a plurality of convex steel sheet piles and a plurality of pipe piles are sequentially provided with a quantity to at least one concave steel plate, each of which is symmetric And the opening is oriented in different directions. The sides of each convex steel sheet pile 4 M404858 system-body f is folded into two symmetrical H-junction flanges, and the two sides of each concave steel plate are bent into two a symmetrical second coupling flange, wherein the first coupling flanges are fastened to the corresponding positions in an upright sliding manner: the plate coupling and the second coupling flanges, and the second coupling flanges The concave plate coupling is buckled to the corresponding position in an upright guide manner. The purpose of this creation and solving its technical problems can be further realized by the following technical measures.
在前述的鋼管板樁組合構造中，該些鋼管樁係可為中 空之圓柱剛體。 在前述的鋼管板樁組合構造中，該凸板聯結器與該凹 板聯結器係可焊接結合於每一鋼管樁之外緣管壁。 在前述的鋼管板樁組合構造中，該些鋼管樁之長度係 可大於該些凸形鋼板樁與該些凹形鋼板樁之任一長度。 在前述的鋼管板樁組合構造中，該些鋼管樁之長度係 可等於β玄些凸形鋼板樁與該些凹形鋼板樁之任一長度。 • 在前述的鋼管板樁組合構造中，該些凸形鋼板樁與該 些凹形鋼板樁之任一寬度係可不大於該些鋼管樁之半 徑。 在剛述的鋼管板樁組合構造中，該些鋼管樁係可為中 空之方形杈剛體。 由以上技術方案可以看出，本創作之鋼管板樁組合構 造’具有以下優點與功效： 、可藉由鋼管樁、凸形鋼板樁以及凹形鋼板樁作為其 中之一技術手段’由於每一鋼管樁之外緣管壁係設 5 有兩位置對稱且開口朝向不同方向之凸板聯結器與 凹板聯結器’而凸形鋼板樁之聯結凸緣係扣合至對 應位置之凸板聯結器與凹形鋼板樁之聯結凸緣，並 且凹形鋼板樁之聯結凸緣係扣合至對應位置之凹板 聯、。器。因此，毋須考慮打樁之方向性問題，有效 降低施工錯誤之情況’更大幅提升施工之便利性與 效率。 【實施方式】 • α下將配合所附圖示詳細說明本創作之實施例，然應 涑意的是’該些圖示均為產品之示意圖，所顯示者為實 際實施之形狀及尺寸比例，僅作為一種選置性之具體設 計，以提供更清楚的描述。在不同應用的等效性實施例 中，元件的形狀、尺寸與數量皆可進行縮小、放大或是 簡化。 依據本創作之第一具體實施例，一種鋼管板樁組合構 φ 造舉例說明於第1圖之立體示意圖、第2圖之局部立體 放大圖、第3圖之斷面示意圖與局部放大圖。該鋼管板 樁組合構造1 00係包含複數個垂直豎立之鋼管樁丨丨〇、 複數個凸形鋼板樁120以及複數個凹形鋼板樁13〇。 凊參閱第1與2圖所示，在該些鋼管樁i i 〇之間係依 序間設有數量對應之至少一凸形鋼板樁12〇與至少一凹 形鋼板樁130，例如：在兩個鋼管樁11〇之間係可設有 一個凸形鋼板樁120與一個凹形鋼板樁13〇。在本實施 例中，該些鋼管樁110係可為中空之圓柱剛體，例如可 6 M404858In the aforementioned steel pipe sheet pile composite structure, the steel pipe pile systems may be cylindrical rigid bodies in the hollow. In the foregoing steel pipe sheet pile composite structure, the convex plate coupling and the concave plate coupling are weldably coupled to the outer edge pipe wall of each steel pipe pile. In the foregoing steel pipe sheet pile composite structure, the length of the steel pipe piles may be greater than any length of the convex steel sheet piles and the concave steel sheet piles. In the foregoing steel pipe sheet pile composite structure, the length of the steel pipe piles may be equal to any length of the β-shaped convex steel sheet pile and the concave steel sheet piles. • In the above-described steel pipe sheet pile composite structure, the width of the convex steel sheet piles and the concave steel sheet piles may be no more than the radius of the steel pipe piles. In the steel pipe sheet pile composite structure just described, the steel pipe piles may be square square rigid bodies in the hollow. It can be seen from the above technical solution that the steel pipe sheet pile composite structure of the present invention has the following advantages and effects: steel pipe pile, convex steel plate pile and concave steel plate pile can be used as one of the technical means' The outer edge of the pile wall is provided with 5 convex joints and concave plate couplings with two positions symmetrical and opening in different directions, and the joint flange of the convex steel pile is fastened to the corresponding position of the convex joint and The coupling flange of the concave steel sheet pile, and the coupling flange of the concave steel sheet pile is fastened to the concave plate of the corresponding position. Device. Therefore, it is not necessary to consider the problem of the directionality of piling and effectively reduce the construction error, which will greatly improve the convenience and efficiency of construction. [Embodiment] The embodiment of the present invention will be described in detail with reference to the accompanying drawings, and it should be understood that the drawings are schematic diagrams of the products, and the actual shapes and sizes are shown. It is only intended as a specific design to provide a clearer description. In an equivalent embodiment of the different applications, the shape, size and number of components can be reduced, enlarged or simplified. According to a first embodiment of the present invention, a steel pipe sheet pile assembly structure is illustrated in a perspective view of Fig. 1, a partial perspective enlarged view of Fig. 2, and a sectional view and a partial enlarged view of Fig. 3. The steel pipe pile composite structure 100 includes a plurality of vertically stacked steel pipe piles, a plurality of convex steel sheet piles 120, and a plurality of concave steel sheet piles 13〇. Referring to Figures 1 and 2, at least one convex steel sheet pile 12〇 and at least one concave steel sheet pile 130 are provided between the steel pipe piles ii and ,, for example, in two A steel plate pile 120 and a concave steel sheet pile 13 may be provided between the steel pipe piles 11〇. In this embodiment, the steel pipe piles 110 can be hollow cylindrical rigid bodies, for example, 6 M404858
為無缝鋼管或者是經由電派 較佳之防滲性。在另一變化 該些鋼管樁110係可為中空 管樁11 0之外緣管壁能提供 應不同之施工環境。或者， 該些鋼管樁110之斷面形狀 等等，以因應各種不同之工 管樁110之長度係可等於該 形鋼板樁130之任一長度， 度與每一鋼板樁之長度係皆 管樁110與該些鋼板樁架設 露部位係對齊於每一鋼板樁 管樁110之長度係可大於該 電焊所製成之鋼管，以提供 例中’如第4與5圖所示’ 之方形柱剛體，使得每一鋼 較為平坦之結合面，以能因 在其它可能的較佳型態中， 亦可為正六邊形、正八邊形 程需求。詳細而言，該些鋼 些凸形鋼板樁120與該些凹 例如：每一鋼管樁1 1 0之長 可為28公尺（m)，當該些鋼 之後’每一鋼管樁110之顯 之顯露部位。或者，該些鋼 些凸形鋼板樁120與該些凹It is a seamless steel pipe or a better impermeability through electricity. In another variation, the steel pipe piles 110 can provide a different construction environment for the outer wall of the hollow pipe piles. Alternatively, the cross-sectional shape of the steel pipe piles 110, etc., in accordance with the length of the different industrial pipe piles 110 can be equal to any length of the steel plate piles 130, and the length of each steel plate pile is a pipe pile. 110 and the steel sheet pile frame exposed portion are aligned with each steel sheet pile pipe pile 110 and may be longer than the steel pipe made of the electric welding to provide a square column rigid body as shown in Figs. 4 and 5 Therefore, each steel has a relatively flat joint surface, so that it can be a regular hexagonal or regular octagonal shape requirement in other possible preferred forms. In detail, the steel-shaped convex steel sheet piles 120 and the concaves are, for example, each of the steel pipe piles 1 10 can be 28 meters (m) long, and after the steels, each of the steel pipe piles 110 The exposed part. Alternatively, the steel convex steel sheet piles 120 and the concaves
形鋼板樁130之任一長度’例如：每一鋼管樁丨之長 度係可為31公尺（m)’而每一鋼板樁之長度係可為28公 尺（m) ’故於打樁完成之後該些鋼管樁〖〖〇之顯露部位係 較該些鋼板樁之顯露部位突出，以利於施工之辨識與定 位。此外，該些鋼管樁1 1 〇之外緣管壁之厚度係可介於 13公厘（mm)至15公厘（mm)之間，並且該些鋼管捲11〇 係可因應不同之長度而能匹配有對應之厚度，通常該此 鋼管樁110之長度越長，則該些鋼管樁11〇之外緣管壁 之厚度也越大。 請參閱第2與3圖所示，每一鋼管樁11〇之外緣管壁 係設有兩位置對稱且開口朝向不同方向之一凸板聯結器 7 M4048、58 111與—凹板聯結器i丨2，而開口所指係為聯結器之嵌槽 開口。例如’在第2圖中，該凸板聯結器11 1係可結合 於每一鋼管樁110之右方，該凹板聯結器112則結合於Any length of the steel sheet pile 130 'for example: the length of each steel tube pile can be 31 meters (m)' and the length of each steel sheet pile can be 28 meters (m) 'So after the pile is completed The exposed parts of the steel pipe piles are more prominent than the exposed parts of the steel plate piles to facilitate the identification and positioning of the construction. In addition, the thickness of the outer wall of the steel pipe pile 1 1 可 may be between 13 mm (mm) and 15 mm (mm), and the steel pipe coils 11 may be different lengths. The thickness can be matched. Generally, the longer the length of the steel pipe pile 110, the greater the thickness of the outer wall of the steel pipe pile. Referring to Figures 2 and 3, the outer wall of each steel pipe pile 11 is provided with two positional symmetry and the opening faces in different directions. One of the convex joints 7 M4048, 58 111 and the concave plate coupling i丨2, and the opening refers to the slot opening of the coupling. For example, in Fig. 2, the male coupling 11 1 can be coupled to the right of each steel pipe pile 110, and the concave coupling 112 is coupled to
每一鋼管樁Π0之左方，以使該凸板聯結器U1與該凹 板聯結器112能對稱配置於每一鋼管樁11〇且不受方向 性限制。在本實施例中，該凸板聯結器u1與該凹板聯 結器1 1 2係為具有焊接板面之長條形扣勾，扣勾内形成 一小開口之嵌槽。在一較佳形態中，該凸板聯結器11 i 與該凹板聯結器112之焊接板面係可焊接結合於每一鋼 管樁110之外緣管壁，甚至在焊接前可藉由複數個固定 件（圖中切出），例如：鉚釘、螺栓等等，預先將該凸 板聯結g ill肖該凹板聯112 @定至每_鋼管格 110 ’再進—步執行焊接動作，以達到穩固且無縫隙的結 °關係。在另一變化例中，該凸板聯結器11 1盥該凹板 聯結器112亦可因應施工需求而增加配置數量，以配人The left end of each steel pipe pile Π0 is such that the convex plate coupling U1 and the concave plate coupling 112 can be symmetrically disposed on each steel pipe pile 11〇 without being restricted by direction. In this embodiment, the convex plate coupling u1 and the concave plate coupling 1 1 2 are long strip hooks having a welded plate surface, and a small opening recess is formed in the buckle. In a preferred embodiment, the welded plate surface of the convex plate coupling 11 i and the concave plate coupling 112 can be welded and welded to the outer edge of each steel pipe pile 110, even before welding. Fixing parts (cut out in the figure), for example: rivets, bolts, etc., in advance, the convex plate is coupled with the slab, and the concave plate joint 112 is fixed to each of the steel pipe 110's to perform the welding action to achieve A stable and seamless relationship. In another variation, the convex plate coupling 11 1 盥 the concave plate coupling 112 can also increase the number of configurations according to the construction requirements.
當時之施工環境’例如：位於圍堪角隅或補強用之鋼； 格，其凸板聯結器111也ΠΠΛ LL ^ ^ m 、板聯結器U 2係可多組配置 外緣&壁，以改變該些鋼管樁m之排列方向。 每一凸形鋼板樁12〇 之兩側係一體彎折成兩對稱之 第一聯結凸緣1 2 1，备—如 呷耵稱之 凹形鋼板樁130之兩側係一體 身折成兩對稱之第二聯釺 ”’口凸緣 13 1。豆中，該此笛 邮 結凸緣121之前端 ，、中“第-聯 回彎折，並…第二二；屬凸形鋼板樁12°之本體往 η σ凸緣1 3 1之前端亦朝向所屉 凹形鋼板樁130之本髂# «别门所屬 本體彺回f折，故可提供更堅固不可 M404858 橫向脫拔的扣合關係。在一較佳型態中’每一凸形鋼板 樁1 20之板本體與該些第一聯結凸緣1 2 1之間，以及每 一凹形鋼板樁130之板本體與該些第二聯結凸緣13ι之 間皆可為一體成型之結構。其中，所稱之「一體成型」 係指每一凸形鋼板樁1 2 0之本體與該些第一聯結凸緣 121之間’以及每一凹形鋼板樁13〇之本體與該些第二 聯結凸緣1 3 1之間皆不需要利用額外的結合元件進行結 合〇 再请參閱第3圖所示，該些第一聯結凸緣1 2 1係以直 立導滑方式扣合至對應位置之該凸板聯結器1 U與該些 第二聯結凸緣1 3 1，並且該些第二聯結凸緣1 3 1係以直 立導滑方式扣合至對應位置之該凹板聯結器1丨2。一般 而言’在架設該些鋼管樁110與該些鋼板樁時，該些鋼 管樁110係預先完成打設而固定於施工處，並且該些鋼 管樁1 1 0之間係預留有一定的間隙，以利於該些凸形鋼 • 板樁1 20與該些凹形鋼板樁1 30之設置。在本實施例中， 該些凸形鋼板樁丨20與該些凹形鋼板樁13〇之任一寬度 係可不大於該些鋼管樁110之半徑，例如：每一鋼管樁 110之半徑係可為735公厘（mm)，而每一凸形鋼板樁12〇 與每—凹形鋼板樁130之寬度係可為6〇〇公厘（mm)<3所 以’該些鋼管樁110之間的間隙係不大於_個鋼管樁u〇 之直徑的長度，以確保在扣合該些凸形鋼板樁〗2〇與該 些凹形鋼板樁130之後，能使該些鋼管樁11() '該些凸 形鋼板樁120與該些凹形鋼板樁130達到緊密且無縫隙 9 M4048、58 的聯結關係。或者，在一變化型態中，該些鋼管樁11〇 之間的間隙係大於一個鋼管樁丨丨0之直徑的長度’在兩 鋼管樁1 1 0之間係可間設有兩個凸形鋼板樁1 20與兩個 四形鋼板格130，故能調整該些鋼管樁11〇、該些凸形鋼 板樁120與該些凹形鋼板樁13〇之設置數量，進而改變 該鋼管板樁組合構造1 〇〇之斷面模數，以符合施工環境 之要求。其中，所稱之「斷面模數（secti〇nm〇dulus)」係 定義為「斷面對中性軸的面積慣性矩/由中性軸至斷面 頂部（或底部）之距離」，通常各種不同施工環境皆有其斷 面模數之考量規定’ 一般來說—結構之斷面模數越大， 其抗彎性也越佳。 在本創作中’可藉由該些鋼管樁110、該些凸形鋼板 樁1 20以及該些凹形鋼板樁丨3 〇之特定組合關係作為其 中一技術手段，由於該些凸板聯結器丨丨丨與對應之該些 凹板聯結器112係對稱配置於每—鋼管樁11〇之外緣管 J並且°玄些凸板聯結器111與該些凹板聯結器11 2之 開口係朝向不同方向’所以在打樁時毋須考慮該些鋼管 樁11 0之6又置方向，皆能確保該些第一聯結凸緣丨2 1可 扣合至對應位置之該些凸板聯結_ 11丨肖該些第二聯結 凸緣131 ’並確保該些第二聯結凸緣⑴可扣合至對應 位置之該些凹板聯結器112。因此，本創作可毋須考慮 打捲之方向性問題，右神膝你& 有政降低施工錯誤之情況，更大幅 提升施工之便利性與效率。 依據本創作之第二星雜眚竑也丨 八體貫施例，另一種鋼管板樁组合 10 構造舉例說明於第6圖^該鋼管板樁組合構造2〇〇係包 3複數個垂直豎立之鋼管樁"〇與複數個$形彎折之凹 凸鋼板樁220。其中與第一實施例相同的主要元件將以 相同符號標示，故不再詳予贅迷。 在本實施例中，該些鋼管樁11〇之間係間設有至少一 個凹凸鋼板樁220’每一鋼管倦11〇之外緣管壁係設有 兩位置對稱且開口朝向不同方向之一凸板聯結器"1與 一凹板聯結ϋ 112’每-凹凸鋼板樁22()之兩側係一體 彎折成兩對稱之第一聯結凸缘121肖第二聯結占緣 ⑴’其中該些第一聯結凸緣121係以直立導滑方式扣合 至對應位置之該凸板聯結器lu，並且該些第二聯結凸 緣131係“乂直立導滑#式扣纟至對應位置之Μ凹板聯結 器11 2因此，可縮短施工時間與降低施工之複雜性 更能夠提供較佳之防滲性。 依據本創作之第二具體實施例，另—種鋼管板樁組合 構造舉例說明於第7與8圖。該鋼管板樁組合構造3〇〇 係L 3複數個垂直豎立之鋼管樁11〇與複數個呈一字形 鋼板樁3 2 0。其中與第一實施例相同的主要元件將以 相同符號標示，故不再詳予贅述。 在本貫施例中，該些鋼管 個鋼板樁320，每一鋼管樁 置對稱且開口朝向不同方向 3 2 0之兩側係為兩對稱且開 32卜其中該些聯結凸緣321 樁1 1 〇之間係間設有至少一 11 〇之外緣管壁係設有兩位 之聯結器3 11，每一鋼板樁 口朝向不同方向之聯結凸緣 係以直立導滑方式扣合至對 料 U48、58 二位置之該些聯結器3U1此，能夠在不考慮打播之 向性之前提下，快速地完成該鋼管板格組合構造3〇〇 之組立動作。在一變化實施例中’如第9肖丨〇圖所示， 該些鋼管樁no亦可為中空之方形柱剛體，當該些鋼管 :與該些鋼板樁320組合之後，使得該鋼管板樁組 &構造300提供穩固且更為平坦之受力φ，以承受各種 外力的衝擊。At that time, the construction environment 'for example: steel in Wai Kok Kok or reinforcement; grid, its convex plate coupling 111 also LL LL ^ ^ m, plate coupling U 2 can be configured in multiple sets of outer edge & Change the arrangement direction of the steel pipe piles m. The two sides of each convex steel sheet pile 12 are integrally bent into two symmetric first joint flanges 1 2, and the two sides of the concave steel sheet pile 130 are folded into two symmetry. The second joint 釺"' mouth flange 13 1 . In the bean, the front end of the flute post flange 121, the middle - the first joint bend, and ... the second two; is a convex steel sheet pile 12 ° The front end of the body to the η σ flange 1 3 1 also faces the body of the concave steel sheet pile 130 of the drawer. «The body of the door is folded back, so that a stronger fastening relationship of the M404858 lateral release can be provided. In a preferred form, 'the plate body of each convex steel sheet pile 120 and the first joint flanges 112, and the plate body of each concave steel sheet pile 130 and the second joints The flanges 131 can be integrally formed. Wherein, the term "integral molding" refers to the relationship between the body of each convex steel sheet pile 120 and the first coupling flanges 121 and the body of each concave steel sheet pile 13 and the second There is no need to use additional bonding elements for bonding between the coupling flanges 1 3 1 . Referring to FIG. 3 , the first coupling flanges 1 2 1 are fastened to the corresponding positions in an upright sliding manner. The male coupling 1 U and the second coupling flanges 132, and the second coupling flanges 1 3 1 are fastened to the corresponding positions of the concave coupling 1 2 in an upright sliding manner . Generally speaking, when the steel pipe piles 110 and the steel sheet piles are erected, the steel pipe piles 110 are pre-finished and fixed at the construction site, and some of the steel pipe piles are reserved between the 1 1 0 The gap is provided to facilitate the arrangement of the convex steels • sheet piles 1 20 and the concave steel sheet piles 1 30 . In this embodiment, the width of the convex steel sheet piles 20 and the concave steel sheet piles 13 can be no more than the radius of the steel tube piles 110. For example, the radius of each steel tube pile 110 can be 735 mm (mm), and each of the convex steel sheet piles 12 〇 and each of the concave steel sheet piles 130 may have a width of 6 mm (mm) < 3 so 'between the steel pipe piles 110 The gap is not more than the length of the diameter of the steel pipe pile u〇 to ensure that the steel pipe piles 11() can be obtained after the convex steel plate piles are clamped and the concave steel plate piles 130 The convex steel sheet piles 120 and the concave steel sheet piles 130 are in a tight and seamless relationship with the slits 9 M4048, 58. Or, in a variant, the gap between the steel pipe piles 11〇 is greater than the length of the diameter of a steel pipe pile 丨丨0. There are two convex shapes between the two steel pipe piles 110. The steel sheet pile 1 20 and the two four-shaped steel sheet grid 130 can adjust the number of the steel tube piles 11〇, the convex steel sheet piles 120 and the concave steel sheet piles 13〇, thereby changing the steel tube sheet pile combination Construct a section modulus of 1 〇〇 to meet the requirements of the construction environment. The term "secti〇nm〇dulus" is defined as "the area moment of inertia of the section to the neutral axis / the distance from the neutral axis to the top (or bottom) of the section", usually Various construction environments have their section modulus requirements. 'Generally speaking, the larger the section modulus of the structure, the better the bending resistance. In the present invention, the specific combination relationship of the steel pipe piles 110, the convex steel sheet piles 120 and the concave steel sheet piles 〇3 作为 can be used as one of the technical means, due to the convex plate couplings 丨The corresponding concave plate couplers 112 are symmetrically disposed on the outer edge tube J of each of the steel pipe piles 11 and the opening of the concave plate couplings 111 and the concave plate couplings 11 2 are different. Directions' Therefore, it is not necessary to consider the direction of the steel pipe piles in the piling, and it is ensured that the first coupling flanges 12 1 can be snapped to the corresponding positions of the convex plate joints. The second coupling flanges 131' ensure that the second coupling flanges (1) can be snapped to the corresponding concave plate couplers 112. Therefore, this creation does not need to consider the directionality of the roll, and the right knee and you have reduced the construction error, and greatly improved the convenience and efficiency of the construction. According to the creation of the second star chowder, the other example of the steel pipe sheet pile combination 10 is illustrated in Fig. 6 . The steel pipe sheet pile composite structure 2 〇〇 〇〇 3 Steel pipe pile "〇 and a plurality of $-shaped bent steel plate piles 220. The same main elements as those in the first embodiment will be denoted by the same reference numerals and will not be described in detail. In this embodiment, at least one concave and convex steel sheet pile 220' is disposed between the steel pipe piles 11〇. Each of the steel tubes is tired and has a positional symmetry and the opening is convex toward one direction. The plate coupler "1 and a concave plate joint ϋ 112' each side of the embossed steel sheet pile 22 () is integrally bent into two symmetrical first joint flanges 121, the second joint occupies the edge (1)' The first coupling flanges 121 are fastened to the corresponding position of the flange coupling lu in an upright sliding manner, and the second coupling flanges 131 are “乂 导 导 # 式 式 纟 纟 纟 纟 纟 纟 纟 纟 纟 纟 纟The plate coupling 11 2 can therefore provide better impermeability by shortening the construction time and reducing the complexity of the construction. According to the second embodiment of the present invention, another steel pipe sheet pile combination structure is illustrated in the seventh and Figure 8. The steel pipe sheet pile combined structure 3 〇〇 L 3 plural vertical erected steel pipe piles 11 〇 and a plurality of in-line steel sheet piles 320. The main components of the same embodiment as the first embodiment will have the same symbol Marked, so I will not go into details. In this example, Some steel pipe piles 320, each steel pipe pile is symmetrical and the openings are oriented in different directions. The sides of the 3 2 0 are two-symmetric and open 32, wherein the coupling flanges 321 are between the piles 1 1 〇 A 11 〇 outer edge wall is provided with two couplings 3 11, and the connecting flanges of each steel sheet pile opening in different directions are fastened to the two positions of the materials U48, 58 in an upright sliding manner. The coupler 3U1 can quickly complete the assembly action of the steel pipe panel combination structure without considering the directionality of the broadcast. In a variant embodiment, as shown in the ninth schematic diagram The steel pipe piles no can also be hollow square column rigid bodies. When the steel pipes are combined with the steel sheet piles 320, the steel pipe pile group & construction 300 provides a stable and flatter force φ, To withstand the impact of various external forces.
以上所述’僅是本創作的較佳實施例而已，並非對本 創：作任何形式上的限制’雖然本創作已以較佳實施例 揭露如上、然而並非用以限定本創作，任何熟悉本項技 術者’在不脫離本創作之申請專利範圍β，所作的任何 簡單修改、等效性變化與修飾，皆涵蓋於本創作的技術 範園内。 【圖式簡單說明】 第1圖：依據本創作之第-具體實施例的—種鋼管板捲 組合構造之立體示意圖。 第2圖：依據本創作之第一具體實施例的鋼管板樁組合 構造之局部立體放大圖。 第3圖：依據本創作之第一具體實施例的鋼管板樁組合 構造之斷面示意圖與局部放大圖。 第4圖：依據本創作之第一具體實施例的輞管板樁組合 構造在一變化例中之立體示意圖。 第5圖：依據本創作之第一具體實施例的輞管板樁組合 構造在—變化例中之斷面示意圖。 12 M404858 •t 第6圖：依據本創作之第二具體實施例的一種鋼管板樁 組合構造之斷面示意圖。 第7圖：依據本創作之第三具體實施例的一種鋼管板樁 組合構造之立體示意圖。 第8圖：依據本創作之第三具體實施例的鋼管板樁組合 構造之斷面示意圖。 第9圖：依據本創作之第三具體實施例的鋼管板樁組合 構造在一變化例中之立體示意圖。 第1 0圖：依據本創作之第三具體實施例的鋼管板樁組合 構造在一變化例中之斷面示意圖。 【主要元件符號說明】 1 0 0鋼管板樁組合構造 110鋼管樁 1 11凸板聯結器 11 2 凹板聯結器 120 凸形鋼板樁 121第一聯結凸緣 1 3 0 凹形鋼板樁 1 3 1第二聯結凸緣 200鋼管板樁組合構造 220 凹凸鋼板樁 3 00鋼管板樁組合構造 3 1 1聯結器 3 2 0鋼板樁 3 2 1聯結凸緣 13The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Although the present invention has been disclosed above in the preferred embodiments, it is not intended to limit the present invention. Any simple modifications, equivalence changes, and modifications made by the technologist's patents without departing from the scope of the patent application of this creation are covered by the technical scope of this creation. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing a composite structure of a steel pipe coil according to a first embodiment of the present invention. Fig. 2 is a partially enlarged perspective view showing the construction of a steel pipe sheet pile according to the first embodiment of the present invention. Fig. 3 is a cross-sectional view and a partial enlarged view of a steel pipe sheet pile composite structure according to a first embodiment of the present invention. Fig. 4 is a perspective view showing a configuration of a manifold sheet pile assembly according to a first embodiment of the present invention in a variation. Fig. 5 is a cross-sectional view showing the construction of a manifold sheet pile in accordance with a first embodiment of the present invention. 12 M404858 • t Fig. 6 is a schematic cross-sectional view showing a composite structure of a steel pipe sheet pile according to a second embodiment of the present invention. Figure 7 is a perspective view showing a composite structure of a steel pipe sheet pile according to a third embodiment of the present invention. Figure 8 is a cross-sectional view showing the construction of a steel pipe sheet pile according to a third embodiment of the present invention. Fig. 9 is a perspective view showing a configuration of a steel pipe sheet pile according to a third embodiment of the present invention in a modification. Fig. 10 is a schematic cross-sectional view showing a configuration of a steel pipe sheet pile according to a third embodiment of the present invention in a modification. [Main component symbol description] 1 0 0 steel pipe sheet pile combination structure 110 steel pipe pile 1 11 convex plate coupling 11 2 concave plate coupling 120 convex steel plate pile 121 first joint flange 1 3 0 concave steel plate pile 1 3 1 Second joint flange 200 steel pipe sheet pile combination structure 220 concave and steel steel sheet pile 3 00 steel tube sheet pile combined structure 3 1 1 jointer 3 2 0 steel sheet pile 3 2 1 joint flange 13
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI480448B (en) * | 2012-05-18 | 2015-04-11 | Jfe Steel Corp | Combination of steel wall |
| TWI553193B (en) * | 2011-12-06 | 2016-10-11 | 日立造船股份有限公司 | Installation method of steel cell and steel ark and struction of connencting portion of steel cell |
| CN108411934A (en) * | 2018-03-05 | 2018-08-17 | 浙江大学 | Floating pile pile, dykes and dams soil-baffling structure and its construction method |
| TWI753422B (en) * | 2019-10-16 | 2022-01-21 | 美商威廉喬登有限責任公司 | Corrugated shell bearing piles and installation methods |
-
2010
- 2010-09-08 TW TW99217410U patent/TWM404858U/en not_active IP Right Cessation
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI553193B (en) * | 2011-12-06 | 2016-10-11 | 日立造船股份有限公司 | Installation method of steel cell and steel ark and struction of connencting portion of steel cell |
| TWI480448B (en) * | 2012-05-18 | 2015-04-11 | Jfe Steel Corp | Combination of steel wall |
| CN108411934A (en) * | 2018-03-05 | 2018-08-17 | 浙江大学 | Floating pile pile, dykes and dams soil-baffling structure and its construction method |
| CN108411934B (en) * | 2018-03-05 | 2023-09-01 | 浙江大学 | Floating tubular pile, dam retaining structure and construction method thereof |
| TWI753422B (en) * | 2019-10-16 | 2022-01-21 | 美商威廉喬登有限責任公司 | Corrugated shell bearing piles and installation methods |
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