M359551 五、新型說明： 【新型所屬之技術領域】 本創作係一種鋼板樁單元及鋼板樁模組，尤指一種用於 土木基礎工程之鋼板樁單元及鋼板樁模組。 【先前技術】 清參閱第九、十圖所示之習用鋼板樁模組（9〇)，其包 含有複數鋼板樁單元（91)，每一鋼板樁單元（91)包括有一 板體（92)及二扣部（93)，該板體（92)包含有一基板部（94) 及二斜板部（95)，該二斜板部（95)係對稱地設於該基板部 (94)兩側，且該二斜板部（95)的傾斜方向不相同亦不平 订，並該二斜板部（95)與該基板部（94)的夾角角度相等， 該二扣部（93)分別與對應之斜板部（95)相接，其中，該些 鋼板樁單元⑻)之銜接方式係以扣部相互反向扣組，所： 該些鋼板樁單元（91)的基板部（94)非位於同一平面上，故 形成牆面呈凹凸狀的結構體。 然上述中，習用鋼板樁模組⑽使用之鋼板樁單元(91 的外型設計，使得鋼板捲單元（91)的打拔面曲折，且需要 _提供較大的作孝·空問，μ + x+ ,, π 菜1戶斤以在狭小的作業空間中，鋼板樁 早兀（91)打設的施工作業困難度 5又霄用性不佳，此外， 若需將鋼板樁模組（9〇)作為模板 ^ λλ τ 由於鋼板樁模組 (90)所形成的牆面係呈凹凸狀而 敕 -、主k描缸十曰* i面’故需另行加訂 β水杈板或是普通模板，並利用 位，因此施工上相當耗時耗力。“距螺桿組進行定 其中，對拉調距螺桿組的部分構 而要知接固定於鋼 M359551 板樁單π (91)上，因此，待混凝土漿凝固而執行拔出鋼板 樁單元（91)的作業時，容易在拔樁過程中因拉扯對拉調距 螺桿組而損及凝固的混凝土，進而造成混凝土結構體滲 水，故習用鋼板樁模組（90)與鋼板樁單元（91)在使用上並 不理想。 【新型内容】 本創作之主要目的在於提供一種鋼板樁單元及鋼板樁 模組，希藉此設計，改善習用鋼板樁單元與鋼板樁模組在使 用上不理想的缺點。 為達成别揭目的，本創作所設計之鋼板樁單元，包含有 -基板部、-第-延伸部、—第二延伸部、—卡接部及—扣 接部’該基板部具有二板面’其—板面為接續平面，位於相 對側之另-板面為連接面，該第一延伸部、第二延伸部係分 別自該基板部連接面兩側邊同朝遠離接續平面方向平行延 伸4卡接4係5又於該第一延伸部的末端處，該扣接部係 於該第二延伸部的太被步 ^ ° 末％處’並與该弟二延伸部形成一扣 槽，該扣接槽之開口£度小於其槽内端寬度。 〃本創作所設計之鋼板樁模組，包含有複數鋼板樁單元， "板樁單元包含有一基板部、一第_延伸部M359551 V. New description: [New technical field] This creation is a steel sheet pile unit and steel sheet pile module, especially a steel sheet pile unit and steel sheet pile module used in civil engineering. [Prior Art] Refer to the conventional steel sheet pile module (9〇) shown in the ninth and tenth drawings, which includes a plurality of steel sheet pile units (91), each steel sheet pile unit (91) including a plate body (92) And a second button portion (93), the plate body (92) includes a substrate portion (94) and a slanting plate portion (95), wherein the two slanting plate portions (95) are symmetrically disposed on the substrate portion (94) a side, and the inclined direction of the two inclined plate portions (95) is different from the same, and the angle between the two inclined plate portions (95) and the substrate portion (94) is equal, and the two buckle portions (93) are respectively Corresponding sloping plate portions (95) are connected, wherein the steel plate pile units (8) are connected in a manner that the buckle portions are reversely coupled to each other, wherein: the substrate portions (94) of the steel sheet pile units (91) are not They are located on the same plane, so they form a structure with a concave and convex wall surface. However, in the above, the steel sheet pile unit (91) used in the conventional steel sheet pile module (10) is designed to make the tapping surface of the steel sheet coil unit (91) meander, and it is necessary to provide a large filial space, μ + x+ ,, π Vegetable 1 jin in the small working space, the difficulty of the construction work of the steel sheet pile early 兀 (91) is not good, and in addition, if the steel sheet pile module is required As a template ^ λλ τ Because the wall surface formed by the steel sheet pile module (90) is concave and convex, and the main k-cylinder ten 曰* i-face, it is necessary to add a beta water raft or a common template. And use the position, so the construction is quite time-consuming and labor-intensive. "From the screw group, the part of the pull-to-distance screw set must be fixed to the steel M359551 sheet pile single π (91), therefore, When the concrete slurry is solidified and the operation of pulling out the steel sheet pile unit (91) is performed, it is easy to pull the concrete which is damaged by the pulling and pulling of the screw group during the pulling process, thereby causing the concrete structure to seep, so the steel sheet pile is used. The module (90) and the steel sheet pile unit (91) are not ideal for use. The main purpose of this creation is to provide a steel sheet pile unit and a steel sheet pile module, which is designed to improve the shortcomings of the conventional steel sheet pile unit and the steel sheet pile module. However, for the purpose of achieving this, the creation office The steel sheet pile unit is designed to include a substrate portion, a first extension portion, a second extension portion, a snap portion and a fastening portion. The substrate portion has a two-plate surface, and the plate surface is a continuous plane. The other surface of the opposite side is a connecting surface, and the first extending portion and the second extending portion are respectively extended from the sides of the connecting portion of the substrate portion in parallel with the direction of the connecting plane. 4 is connected to the 4 series 5 At the end of the first extension portion, the fastening portion is at the end of the second extension portion and forms a buckle groove with the extension portion of the second extension portion, and the opening of the fastening groove is less than The width of the inner end of the groove. The steel sheet pile module designed by the present invention includes a plurality of steel sheet pile units, and the sheet pile unit includes a substrate portion and a first extension portion.
伸部、一卡接部及一扣接邻，矛—I 按。卩该基板部具有二板面，苴一柘 面為接續平面，位於相對側之另一板面為連接第 伸部、第二延伸部係分 ^ 延 接續平面方向平行 2反。卩連接面兩側邊同朝遠離 端處，該扣接部係設於該第一延伸部的末 延伸部形成—扣接槽，伸部的末端處，並與該第二 。亥扣接槽之開口寬度小於其槽内端寬 M359551 度’且鋼板播單元葬由甘 ,猎由其扣接部與另一鋼板樁單元之士拉加 相銜接，使鋼板樁單 卡接邛 平70之接續平面相鄰接。 _ 據上所述，該鋼板樁模組係利用該些鋼板 板部相鄰接且位於同—平 早凡之基 ，及该些鋼板樁單元的庐承 面相連接’使得該鋼板樁模組組設後可提供—具有完整 體’戶斤需要的作業空間較習用的鋼板樁模：小， 了以增加於狹小空間作業 门作業的便利性，此外，該鋼板樁 及鋼板樁模組作為模板使用時，Stretch, a snap joint and a snap joint, spear - I press.基板 The substrate portion has two plate faces, and the first face is a continuous plane, and the other plate face on the opposite side is connected to the extension portion, and the second extension portion is branched and extends in parallel with the plane direction. The two sides of the connecting surface are away from the end, and the fastening portion is formed at the end extension of the first extending portion to form a fastening groove, at the end of the extending portion, and the second portion. The width of the opening of the splicing groove is smaller than the width of the inner end of the groove is M359551 degrees' and the steel plate is buried by the stalk. The stalk is connected with the sling of the other steel sheet pile unit to make the steel sheet pile single card. The planes of the flat 70 are adjacent to each other. _ According to the above, the steel sheet pile module is formed by using the steel plate portions adjacent to each other and located at the same level, and the bearing surfaces of the steel sheet pile units are connected to each other. It can be provided after the installation - the steel sheet pile mold with the working space required by the complete body is smaller than the conventional one, so as to increase the convenience of working in the narrow space, and the steel sheet pile and the steel sheet pile module are used as templates. Time,
T J以不用另仃加釘清水掇 板或普通模板，所以在施工上較省 、 权局，日寸噌力，同時節省成 本’故該純樁單元及鋼板樁模组更具有實純 施工需求。 【實施方式】 —凊參閱乐一或二圖，為本創作鋼板樁單元（10)之一較佳 實施例’其包含有一基板部(11)、一第一延伸部(⑵、一第 二延伸部（121)、-卡接部⑽及„扣接部（⑷，該基板部 (⑴具有二板面，其一板面為接續平面⑴υ，位於相對側 之另一板面為連接面（112)，該第一延伸部（12)、第二延伸 部(121)係分別自該基板部⑴)連接面⑴2)兩側邊同朝遠 離接續平面（ill)方向平行延伸，該卡接部（13)心置於該 第一延伸部（12)的末端處，該扣接部（14)係設於該第二延伸 部U21)之末端處，該扣接部〇4)與相連接之第二延伸部 (121)圈圍形成一具有開口之扣接槽（15)，該扣接槽（15)的 槽寬係自槽内端朝該開口端處漸縮。 於本創作較佳實施例中，該卡接部（13)係自第一延伸部 (12)朝第二延伸部（121)側向延伸，該扣接部（14)具有一連 M359551 接第二延伸部U21)之橫向段（16)，以及_側向連接橫向段 (⑻的縱向段⑽’該橫向段（16)之側向延伸方㈣該卡接 部⑽相同，此外，該鋼板樁單元⑽可進一步於基板部⑼ 之接續平面（111)的兩相對側邊處各設置—缺口部（〗8)。 :參閱第三至五圖所示’為本創作鋼板樁模組的數種 較佳實施例，該鋼板樁模組包含有複數鋼板捲單元（…， 該些鋼板樁單元⑽之結構如上述之鋼板捲單元⑽，皇 中，-鋼板樁單元（10)可利用一側之扣接部⑼與另―鋼 鲁板樁單元U0)之卡接部⑽銜接’或可利用另一側之卡接 部（13)與另-鋼板樁單元（1〇)之扣接部（⑷相組接，使得 鋼板樁模組中的鋼板樁單元⑽相互銜接且接續平面。⑴ 相鄰接，進而形成一可提供平整牆面的鋼板樁模組，也利 於作為模板之用途。 凊參閱第四、五圖所示，該鋼板樁模組進一步包括有 至少一轉角組件（2〇)，所述之轉角組件（2〇)包含有一轉折 ^體，、一第一銜接部（21)及—第二銜接部（22)，該第一、 μ /彳了接°卩（22)为別设於該轉折本體的兩側端處，且該第 -銜接部（21)可與鋼板樁單元（1())之扣接部（⑷相組接， 〇第一銜接部（22)可與鋼板樁單元（1〇)之卡接部（13)相組 接々其中，所述之轉折本體可以包含有一第一單元（23)及 第一單几（26)，該第一單元（23)具有一第一板體（24)， =第—板體（24)之一側係連接該第一銜接部（21)，並另側 °又有勾部（25)，同樣地，該第二單元（26)具有一第二板 體（27)，邊第二銜接部（22)係設於該第二板體（27)之一 侧且5亥第二板體（27)之另側設有與該第一單元（23)的勾 M359551 # (2 5 )相組接之扣部（2 8 ) ’藉由該轉折組件中轉折本體的 心片’並搭配該些鋼板樁單元（1 〇 )，於鋼板樁模組作為模 板之用途時，可以提供一外牆式模板（如第五圖所示）或一 内牆式模板（如第四圖所示）。 凊參閱第六圖所示，該鋼板樁模組可進一步增設至少 一加勁板（30)，所述之加勁板（3〇)包含有一長板狀之加勁 I5 ( 1)以及一位於该加勁部（31) —側端之組接部（3 2)， •該加勁板（3〇)可利用該組接部（32)進一步扣組於扣接部 •()人卡接邛（1 3 )的組接處，且加勁板（3 0 )之加勁部（31) 2凸出於鋼板樁單元（10)連接面（112),藉由加勁板（3〇)的 «又计可以提高鋼板樁模組所組設而成之結構體的勁度。 請參閱第七圖所示，所述之鋼板樁單元（1〇)於基板部 (Π)接續平面（111)之兩相對側邊處分別設有一缺口部 (18)，且鋼板樁單元（1〇)相銜接時，鄰接之缺口部（I”形 成⑺溝（1 9)，如第八圖所示，該鋼板樁模組作為模板之 用途時，會於模板中設置對拉調距螺桿組（40)，對拉調距 螺桿組⑷）以其—螺桿⑹之頭部伸人滑溝（19)中並定 位，並與-模板相鄰適當間距，並於該鋼板捲模組金 凝土的0)，待混凝土漿⑽固結後進行拔捲施工 k错由滑溝（19)的設計可降低鋼板播單元（ι〇)於拔 程中拉扯滑溝（1 9)中虫軍p r ^ θ ζ、10 的目的。#(9)中螺#(41)的力量，達到保護主體結構 其中，忒鋼板樁模組係利用該些鋼板樁單元(10)鄰接 :設;使卡接部⑽落入鄰近之扣接槽㈣，進 接部⑽相扣組’且扣接槽⑽朝該開口漸縮的設 7 M359551 計，可以防止卡接部（1 3)的脫離，其次，作業人員可以依 照施工需求打設所-需數量的鋼板樁單元（1〇)，且可適時地 加設轉角組件（20)或加勁板（3〇)。 氣 τ、上所述’本創作鋼板樁單元及鋼板樁模組利用鋼板 樁單元（10)的外型設計，使得複數鋼板樁單元（1〇)組設後 之接續平面（111)相鄰接，進而成為一具有完整平面之結構 體，故可作為模板使用，同時省下部分土方開挖、模板組 立及施工木搭5免之費用，其次，本創作鋼板樁單元的外型 設計，仍具有習用鋼板樁單元壓延簡便、儲放容易之優點， 且所需要的作業空間較習用鋼板樁單元小’故便於在狹小 空間作業，所以適用性更佳，此外，該鋼板樁模組可以將 該些鋼板樁單元（10)接續打設組接，利用卡接部（13)落入 扣接槽（15)中，使卡接部（13)與扣接部（14)穩固扣組而不 /月脫，確保該鋼板樁模組所組設成之結構體的安全性，又， 該鋼板樁模組之轉角組件（20)的設計，可提高該鋼板格模 ，的擴充性，而加勁板（3〇)可依照需求設置於該些鋼板格 早凡（10)的組接處，提高該鋼板樁模組所組設成之結構體 的勁f，所以本創作鋼板樁單元及鋼板樁模組在施工上可 達到即省工時與成本的目的，故更具有實用性且符合施工 需求。 【圖式簡單說明】 第一圖：為本創作鋼板樁單元之一較佳實施例之立體示 意圖。 第二圖：為本創作鋼板樁單元之一較佳實施例之俯視平 面示意圖。 M359551 第三圖：為本創作鋼板樁模組之第 組合示意圖。 貧知例之立體 鋼板樁模組之第一較佳實 第四圖：為本創作 施例之俯視 施例之俯視 組合平面示意圖 第五圖··為本創作鋼板樁模組之第二較 組合平面示意圖。 土 第六圖··為本創作 組合平面示意圖。 第七圖··為本創作 組合局部示意圖。 鋼板樁模組之第三較佳 施例之俯視 鋼板樁模組之第吨佳實施例 之立體 施例之作為 第八圖：為本創作鋼板樁模組之第四較佳备 模板使用之俯視平面示意圖。 第九圖·為習用鋼板樁模組之立體組立 笛I · ' 小思圖。 圖.為習用鋼板樁模組之俯視組合平面八音 【主要元件符號說明】 W圖 (1 〇)鋼板樁單元 (111)接續平面 (12) 第一延伸部 (13) 卡接部 (15)扣接槽 (17)縱向段 (1 9)滑溝 (21)第一銜接部 (23)第一單元 (2 5)勾部 (1.1)基板部 (112)連接面 (121)第二延伸部 (14)扣接部 (1 6)橫向段 (18)缺口部 (20)轉角級件 (2 2)弟二街接部 (2 4)第一板體 (26)第二單元 M359551 (27)第二板體 (3 0)加勁板 (32)組接部 (41)螺桿 (9 0)鋼板樁模組 (92)板體 (94)基板部 (28)扣部 (31)加勁部 (40)對拉調距螺桿組 (5 0)混凝土漿 (91)鋼板樁單元 (93)扣部 (9 5 )斜板部T J does not need to add nails to clear water rafts or ordinary stencils, so it is more economical and powerful in construction, and it is cost-effective and saves costs. Therefore, the pure pile unit and steel sheet pile modules have more solid construction requirements. [Embodiment] - Referring to Le or 2, a preferred embodiment of the present steel sheet pile unit (10) includes a substrate portion (11), a first extension portion ((2), a second extension a portion (121), a snap portion (10), and a splicing portion ((4), the substrate portion ((1) has two plate faces, one plate surface is a continuous plane (1) υ, and the other plate surface on the opposite side is a joint surface (112) The first extending portion (12) and the second extending portion (121) extend from the sides of the connecting surface (1) 2) of the substrate portion (1), respectively, in parallel with the direction of the connecting plane (ill), the engaging portion ( 13) a heart is placed at the end of the first extension portion (12), the fastening portion (14) is disposed at the end of the second extension portion U21), and the fastening portion 〇4) is connected to the first The second extending portion (121) encloses a fastening groove (15) having an opening, and the groove width of the fastening groove (15) is tapered from the inner end of the groove toward the opening end. The latching portion (13) extends laterally from the first extending portion (12) toward the second extending portion (121), and the fastening portion (14) has a transverse portion of the M359551 and the second extending portion U21) 16), and _ laterally connecting the transverse section (the longitudinal section (10) of the (8)' lateral extension (4) of the lateral section (4) is the same as the engaging portion (10), and further, the steel sheet pile unit (10) may be further formed by the substrate portion (9) Each of the opposite sides of the splicing plane (111) is provided with a notch (8). See the third preferred embodiment of the steel sheet pile module shown in the third to fifth drawings. The group includes a plurality of steel plate coil units (..., the steel sheet pile unit (10) has the same structure as the above-mentioned steel coil unit (10), and the Huangzhong, - steel sheet pile unit (10) can utilize one side of the fastening portion (9) and another steel The engaging portion (10) of the sheet pile unit U0) is connected to or can be assembled with the fastening portion ((4) of the other-steel sheet pile unit (1) by the other side of the engaging portion (13), so that the steel sheet pile module The steel sheet pile units (10) are connected to each other and continue to be flat. (1) Adjacent to form a steel sheet pile module capable of providing a flat wall surface, which is also advantageous for use as a formwork. 凊 See the fourth and fifth figures, the steel plate The pile module further includes at least one corner assembly (2〇), the corner assembly (2〇) The first connecting portion (21) and the second connecting portion (22) are included in the first connecting portion (21), and the first and second connecting portions (22) are disposed on both sides of the turning body. Wherein, the first connecting portion (21) can be combined with the fastening portion ((4) of the steel sheet pile unit (1()), and the first connecting portion (22) can be combined with the steel sheet pile unit (1〇) The connecting portion (13) is assembled, wherein the turning body may include a first unit (23) and a first single unit (26), the first unit (23) having a first board (24) , one side of the first plate body (24) is connected to the first connecting portion (21), and the other side has a hook portion (25). Similarly, the second unit (26) has a second plate. a body (27), the second connecting portion (22) is disposed on one side of the second plate body (27) and is disposed on the other side of the second plate body (27) with the first unit (23) Hook M359551 # (2 5 ) Phased buckles (2 8 ) 'By the core piece of the turning body in the turning assembly' and with the steel sheet pile unit (1 〇), the steel sheet pile module is used as a template For the purpose of use, an external wall template can be provided (such as the fifth figure) Shown) or an interior wall template (as shown in Figure 4). Referring to the sixth figure, the steel sheet pile module may further include at least one stiffening plate (30), the stiffening plate (3〇) comprising a long plate-shaped stiffening I5 (1) and a located in the stiffening portion (31) - the assembly of the side end (3 2), • the stiffener (3〇) can be further buckled to the fastening portion by the combination portion (32) • () person card interface (1 3 ) The joint of the stiffening plate (30) protrudes from the joining surface (112) of the steel sheet pile unit (10), and the steel sheet pile can be improved by the stiffening plate (3〇) The stiffness of the structure formed by the modules. Referring to the seventh figure, the steel sheet pile unit (1〇) is respectively provided with a notch portion (18) at two opposite sides of the substrate portion (Π) continuous plane (111), and the steel sheet pile unit (1) 〇) When the connection is made, the adjacent notch (I) forms a (7) groove (1 9). As shown in the eighth figure, when the steel sheet pile module is used as a template, a pull-to-distance screw set is set in the template. (40), the pull-to-distance screw set (4) is positioned in the sliding groove (19) with the head of the screw (6) and positioned adjacent to the template, and is placed at the appropriate spacing of the steel plate coil module 0), after the concrete slurry (10) is consolidated, the construction is carried out. The wrong design by the sliding groove (19) can reduce the steel plate sowing unit (ι〇) pulling the sliding groove in the pulling process (1 9). θ ζ, the purpose of 10. #(9)中螺#(41) The strength of the main body structure is reached. The steel sheet pile module is adjacent to the steel sheet pile unit (10): the snap joint (10) Falling into the adjacent snap groove (4), the joint portion (10) interlocking group 'and the snap groove (10) is tapered toward the opening, 7 M359551, can prevent the detachment of the snap portion (13), and secondly, The staff can set up the required number of steel sheet pile units (1〇) according to the construction requirements, and can add the corner assembly (20) or the stiffening plate (3〇) in time. The pile unit and the steel sheet pile module utilize the outer design of the steel sheet pile unit (10), so that the joint planes (111) of the plurality of steel sheet pile units (1〇) are adjacent to each other, thereby becoming a structural body having a complete plane. Therefore, it can be used as a template, and at the same time save some earth excavation, formwork assembly and construction wood 5 free of charge. Secondly, the design of the steel plate pile unit of this creation still has the advantages of simple rolling and easy storage. The advantage is that the required working space is smaller than that of the conventional steel sheet pile unit, so that it is convenient to work in a small space, so the applicability is better. In addition, the steel sheet pile module can continue to set the steel sheet pile unit (10). Then, the engaging portion (13) is dropped into the fastening groove (15), so that the engaging portion (13) and the fastening portion (14) are firmly buckled and not removed, so that the steel sheet pile module is assembled. The safety of the structure, and the steel The design of the corner module (20) of the pile module can improve the expansion of the steel plate mold, and the stiffening plate (3〇) can be set at the assembly of the steel plates (10) according to requirements, and improve The strength of the structure of the steel sheet pile module is such that the steel sheet pile unit and the steel sheet pile module can achieve the purpose of saving labor and cost, so it is more practical and meets the construction requirements. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing a preferred embodiment of a steel sheet pile unit of the present invention. Fig. 2 is a top plan view showing a preferred embodiment of the steel sheet pile unit of the present invention. The three-figure diagram of the first combination of the steel sheet pile module of the present invention. The first and fourth of the three-dimensional steel sheet pile module of the poor example: the top view of the plan view of the top view of the creation example Figure····························· Earth Sixth··················· The seventh picture··This is a partial schematic diagram of the creation. The third embodiment of the steel sheet pile module of the third preferred embodiment of the steel sheet pile module is taken as the eighth figure: the fourth preferred template for the creation of the steel sheet pile module Schematic plan view. The ninth picture is a three-dimensional group of the conventional steel sheet pile module. Fig. is the top view combination plane octave of the conventional steel sheet pile module. [Main component symbol description] W diagram (1 〇) steel sheet pile unit (111) continuation plane (12) First extension (13) Snap joint (15) Buckle groove (17) longitudinal section (1 9) sliding groove (21) first engaging portion (23) first unit (25) hook portion (1.1) substrate portion (112) connecting surface (121) second extension portion (14) Fastening part (16) Horizontal section (18) Notch part (20) Corner stage piece (2 2) Di Erjie joint part (2 4) First plate body (26) Second unit M359551 (27) Second plate body (30) stiffener plate (32) assembly portion (41) screw (90) steel plate pile module (92) plate body (94) substrate portion (28) buckle portion (31) stiffener (40 ) Pulling the pitch screw set (50) concrete slurry (91) steel sheet pile unit (93) buckle part (9 5) sloping plate part
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