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    • 2. 发明授权
    • Tendons for prestressed concrete structures and method of using such
tendons
    • 用于预应力混凝土结构的腱和使用这种腱的方法
    • US5254190A
    • 1993-10-19
    • US705062
    • 1991-05-23
    • Makoto KurauchiKiyoshi HayasakiToshikazu MinamiMutsuhiko Ohnishi
    • Makoto KurauchiKiyoshi HayasakiToshikazu MinamiMutsuhiko Ohnishi
    • B29C47/02D07B7/14E04C5/08B32B31/16
    • D07B5/005B29C47/0014B29C47/0033B29C47/02D07B1/162D07B7/145E04C5/08D07B2501/2023
    • A tendon for prestressed concrete structure comprises a core member such as a steel wire for prestressed concrete structures, a steel strand for prestressed concrete structures or a steel bar for prestressed concrete structures, and an unset bonding material coating the core structure in a predetermined thickness, having a specific setting time determined by selectively determining the respective contents of the ingredient of the bonding material and capable of setting at an ordinary temperature. The tendon is arranged in a desired arrangement for forming a prestressed concrete structure, concrete is placed so as to bury the tendons therein, and then the tendons are tensioned and fixed after the strength of the deposited concrete has increased to a degree to permit tensioning the tendons and before the unset bonding material sets. Thus, the unset bonding material sets after the tendons have been tensioned and fixed to bond the tendons firmly to the prestressed concrete structure.
    • 用于预应力混凝土结构的腱包括用于预应力混凝土结构的钢丝,用于预应力混凝土结构的钢绞线或用于预应力混凝土结构的钢筋的芯构件和以预定厚度涂覆芯结构的未固定接合材料, 通过选择性地确定接合材料的成分的各个内容物并能够在常温下设定而确定具体的凝固时间。 将钢筋布置成用于形成预应力混凝土结构的所需布置,将混凝土放置以便将钢筋埋入其中,然后在钢筋混凝土的强度增加到一定程度以后将钢筋张紧并固定,以允许张紧 腱和未固定粘合材料组之前。 因此,在钢筋已被张紧和固定之后,未固定的粘合材料固定,以将钢筋牢固地粘结到预应力混凝土结构上。
    • 4. 发明授权
    • Industrial antifungal composition
    • 工业抗真菌组合物
    • US4906648A
    • 1990-03-06
    • US183018
    • 1988-04-18
    • Toshikazu MinamiKosaku MatsumotoHiroshi Nanto
    • Toshikazu MinamiKosaku MatsumotoHiroshi Nanto
    • A01N37/34A01N43/78A01N47/18
    • A01N43/78A01N47/18
    • Industrial antifungal compositions of the present invention contain as active ingredients both the compounds represented by the general formula (I) and the compounds represented by the general formula (II), said general formulas being mentioned below. By virtue of using two kinds of compounds mentioned above in combination in the compositions, antifungal properties of the present composition sharply augment and hence said compositions are found to have excellent antifungal properties as well as excellent antifungal activities against a wide variety of species of fungi and, moreover, the present compositions are excellent in safety and free from tending to accumulation. ##STR1## wherein R represents methoxycarbonylamino, ethoxycarbonylamino or 4-thiazolyl. ##STR2## wherein X represents halogen or lower alkoxy of 1 to 4 carbon atoms.
    • 本发明的工业抗真菌组合物含有由通式(I)表示的化合物和由通式(II)表示的化合物作为活性成分,所述通式如下所述。 由于在组合物中组合使用上述两种化合物,本发明组合物的抗真菌性质急剧增加,因此发现所述组合物具有优异的抗真菌性能以及针对各种各样的真菌的优异的抗真菌活性, 此外,本发明的组合物的安全性优异且不易积累。 (I)其中R表示甲氧基羰基氨基,乙氧基羰基氨基或4-噻唑基。 (II)其中X表示卤素或1至4个碳原子的低级烷氧基。
    • 5. 发明授权
    • PC steel stranded wire connection structure and construction method thereof
    • PC钢绞线连接结构及其施工方法
    • US06655104B2
    • 2003-12-02
    • US09959561
    • 2001-10-30
    • Tsutomu KadotaniYasuo InokumaNorio TeradaHideaki SakaiToshikazu MinamiJun YamazakiYoshitaka Nishida
    • Tsutomu KadotaniYasuo InokumaNorio TeradaHideaki SakaiToshikazu MinamiJun YamazakiYoshitaka Nishida
    • B25G300
    • E04C5/08E04C5/122E04C5/165Y10T403/472
    • A joint made between prestressing strands with a prestressing strand coupler is covered with a transparent coupler sheath having a retarded-hardening resin filling material injection opening and discharge opening provided in a tube wall thereof, and a resin filling material is injected into the transparent coupler sheath from the injection opening to fill the coupler sheath with the filling material. Thereafter, the whole outer peripheral portion of the prestressing strand joint, including the coupler sheath, is embedded with placed concrete. Tension is applied to the prestressing strands after the concrete has hardened and before the resin filling material hardens, thereby completing an excellent prestressing strand joint structure. According to the present invention, the filling condition of the resin filling material in the coupler sheath around the prestressing strand joint can readily be confirmed by visual observation. Therefore, the operation of filling the filling material can be carried out completely. Further, the wedges present in the prestressing strand coupler are allowed to properly bite into the prestressing strands in response to the prestressing strand tensioning operation performed before the filling material hardens. Thus, a superior joint structure is provided.
    • 用预应力线耦合器制成的预应力绞线之间的接头用透明的耦合器护套覆盖,所述透明耦合器护套在其壁壁中具有延迟硬化树脂填充材料注入开口和排出口,并将树脂填充材料注入透明耦合器套管 从注射开口填充耦合器鞘与填充材料。 此后,包括耦合器护套的预应力绞线接头的整个外周部分嵌入放置的混凝土。 在混凝土硬化之后,树脂填充材料硬化之前,对预应力钢筋施加张力,从而完成优良的预应力股线接头结构。根据本发明,树脂填充材料在预应力周围的耦合器护套中的填充状态 通过目视观察可以容易地确认线股关节。 因此,填充材料的填充操作可以完全进行。此外,响应于在填充材料硬化之前进行的预应力钢绞线张紧操作,允许存在于预应力股联接器中的楔适当地咬入预应力股。 因此,提供了优异的接头结构。