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    • 1. 发明公开
    • Apparatus for positioning and supporting an inner mold panel of a form
    • Vorrichtung zum Aufstellen undStützeneines inneren Schalungspaneels。
    • EP0404510A1
    • 1990-12-27
    • EP90306670.2
    • 1990-06-19
    • Lee, Yuan-Ho
    • Lee, Yuan-Ho
    • E04G17/14
    • E04G17/14
    • An apparatus for supporting an inner mold panel (41) of a steel form during the process of setting up the steel-form mold panels (40, 41) to form a wall (21) is disclosed. The supporting apparatus includes a plurality of supporting members (30, 80) provided on the floor (22) on which the inner steel-form mold panels (41) are placed, and a plurality of jack devices (70) each resting against one of the supporting members (30, 80) and pressing against the inner steel-form mold panel (41). The supporting member (30, 80) preferably has a rectangular body (80) with a plurality of holding pins (83) which may be embedded in the floor (22). The supporting member (30, 80) may also have a plurality of protursions (85, 86) formed thereon with screws (89) passing through a screw bore (87, 88) that is formed in each protursion (85, 86) thereof. With the supporting apparatus of the invention, the inner steel-form mold panels (41) will not be deformed during the process of pouring the concrete. It will therefore not be necessary to provide spacers between the inner and outer steel-form mold panels nor will it be necessary to drill holes in the surfaces of the steel-form mold panels.
    • 公开了一种用于在安装钢模模板(40,41)以形成壁(21)的过程中支撑钢板的内模板(41)的装置。 支撑装置包括设置在其上放置有内钢模模板(41)的地板(22)上的多个支撑构件(30,80),以及多个千斤顶装置(70),每个千斤顶装置 支撑构件(30,80)并且压靠内部钢模模板(41)。 支撑构件(30,80)优选地具有矩形体(80),其具有可以嵌入在地板(22)中的多个保持销(83)。 支撑构件(30,80)也可以具有形成在其上的多个护罩(85,86),螺钉(89)穿过形成在其每个护套(85,86)中的螺孔(87,88)。 利用本发明的支撑装置,在浇注混凝土的过程中,内钢模模板(41)将不会变形。 因此,不需要在内钢模板和外钢模板之间设置间隔件,也不需要在钢模模板的表面上钻孔。
    • 5. 发明公开
    • Fastener for form panels
    • VerbindungselementfürSchalungsplatten。
    • EP0404514A1
    • 1990-12-27
    • EP90306675.1
    • 1990-06-19
    • Lee, Yuan-Ho
    • Lee, Yuan-Ho
    • E04G17/14E04G17/04
    • E04G17/14E04F21/00E04G17/04Y10T403/57
    • A fastening device to fasten at least two edge-to-­edge contiguous panel facings 10 includes a plurality of looped members 20 projecting from the back face of each panel facing 10 along the longitudinal sides thereof. Each looped member 20 has an engagement face 21 spaced parallely from the back face and two opposed angled flanks 22, 23 connected to the back face. Key members 30 are to be inserted into the looped members, each having an insert rod portion 31 and a handle rod portion 32 which forms an angle with the insert rod portion, the insert rod portion having a pair of first opposed longitudinal faces 33, and a pair of second opposed longitudinal faces 34. The distance between the first opposed faces 33 is smaller than the distance between the engagement face 21 and the back face so that the insert rod portion can be inserted into two aligned looped members 20, and the distance between the second opposed faces 34 is greater than the distance between the engagement face and the back face. The second opposed faces 34 engage with the engagement face and the back face when the insert rod portion 31 is turned an angle after being inserted.
    • 紧固至少两个边缘到边缘连续的面板10的紧固装置包括从每个面板10的背面沿着其纵向侧面突出的多个环形构件20。 每个环形构件20具有与背面平行间隔开的​​接合面21和连接到背面的两个相对的成角度的侧面22,23。 键构件30将插入到环形构件中,每个具有插入杆部分31和与插入杆部分形成一角度的手柄杆部分32,插入杆部分具有一对第一相对的纵向面33和 一对第二相对的纵向面34.第一相对面33之间的距离小于接合面21和背面之间的距离,使得插入杆部分可以插入两个对准的环形构件20中,并且距离 第二相对面34之间的距离大于接合面与背面之间的距离。 当插入杆部分31在插入之后转动一个角度时,第二相对面34与接合面和后表面接合。
    • 6. 发明公开
    • Modular concrete form
    • Modulare Betonschalung。
    • EP0404513A1
    • 1990-12-27
    • EP90306674.4
    • 1990-06-19
    • Lee, Yuan-Ho
    • Lee, Yuan-Ho
    • E04G17/14E04G11/12
    • E04G11/12E04G17/14
    • A modular form 10 includes form plates 20 in edge-­to-edge contiguity, fasteners 24, 25 provided along adjacent longitudinal sides of the plates 10 to fasten releasably the form plates 10, reinforcement channel pieces 32, 33 attached detachably to the form plates along the transverse sides thereof, and trussed backing members 31 extending longitudinally between the channel pieces 32, 33, each of the trussed backing members 31 having two opposite joint ends which are detachably connected to the channel pieces 32, 33.
    • 模块化形式10包括边缘到边缘邻接的成形板20,沿着板10的相邻纵向侧面设置的紧固件24,25,以可释放地紧固成形板10,可拆卸地附接到模板的加强通道片32,33沿着 其横向侧面和在通道片32,33之间纵向延伸的桁架背衬构件31,每个桁架背衬构件31具有可分离地连接到通道片32,33的两个相对的接合端。
    • 8. 发明公开
    • Foundation construction method
    • Fundierungsverfahren。
    • EP0413422A1
    • 1991-02-20
    • EP90306673.6
    • 1990-06-19
    • Lee, Yuan-Ho
    • Lee, Yuan-Ho
    • E02D35/00E02D17/02E02D27/12
    • E02D27/20E02D5/523E02D7/20E02D35/00
    • An improved method of constructing a basement (10) piling is disclosed. The piling of an improved pile (30), which consists of a plurality of pile units (31) connected with each other, is completed by first driving a pile unit (31) into the construction site of the building, then connecting other pile units (31) to the previously driven pile unit (31), and further driving the connected pile units (31) into the construction site. The improved method of constructing a basement (10) of a building on a construction site comprises a first step of pre­forming a basement (10) with seat members (14) formed thereon, a second step of providing a plurality of hydraulic devices (20) associated with the seat members (14), a third step of providing a plurality of piles (30) onto the hydraulic devices (20) and a fourth step of manipulating the plurality of hydraulic devices (20) to allow descent of the pre-formed basement (10) into the construction site.
    • 公开了一种改进的构造地下室(10)桩的方法。 通过首先将桩单元(31)驱动到建筑物的施工现场中,然后将其他桩单元(31)连接起来,由多个彼此连接的桩单元(31)组成的改进桩(30) (31)到先前驱动的桩单元(31),并且将连接的桩单元(31)进一步驱动到施工现场。 在施工现场构造建筑物的地下室(10)的改进方法包括:第一步骤,用形成在其上的座椅构件(14)预成型地下室(10);第二步骤,提供多个液压装置(20) 与所述座椅构件(14)相关联的第三步骤,在所述液压装置(20)上设置多个桩(30)的第三步骤以及操纵所述多个液压装置(20)以允许所述预成形件 地下室(10)进入施工现场。