首页> 外国专利> METHOD FOR STRUTTING AND RELIEVING STRUTS IN AN EARTH-RETAINING STRUCTURE OF AN EXCAVATION SUPPORT SYSTEM, AND A SYSTEM OF INTERCOUPLED ELEMENTS USED FOR PURPOSES OF THIS METHOD

METHOD FOR STRUTTING AND RELIEVING STRUTS IN AN EARTH-RETAINING STRUCTURE OF AN EXCAVATION SUPPORT SYSTEM, AND A SYSTEM OF INTERCOUPLED ELEMENTS USED FOR PURPOSES OF THIS METHOD

机译:基坑支护体系中土方支护结构的应力释放方法及用于此目的的互耦元素系统

摘要

The method for strutting and relieving struts of brace legs in an excavation support system consists in that at least one non-permanent support point is formed for the strut placed between the brace legs, whose positioning on the brace leg is controlled by means of an adjustable anchoring piece catching on another support point on the same brace leg. The force component produced by the strut's thrust, affecting the brace leg, is controlled by adjusting the anchoring piece's tensioning force. The force component is relieved by breaking the anchoring piece's continuity. In the system for strutting and relieving of struts, on the surface of each of the pair of intercoupled corner brace legs (11), supporting corner retaining walls (12) of the excavation, a retaining element (13) and, at a certain distance from it, a corner lug (15) are installed. The retaining element (13) and the corner lug (15) are coupled by means of corner anchoring pieces (16) terminated with corner working nuts (17) on both sides. Both corner lugs (15) are connected with each other with a comer strut (19). Corner induction winding (18) is coiled about the corner anchoring pieces (16). In the invention variation, on the outer surface of each of two coupled side brace legs (21), supporting side retaining walls (22), at a certain distance from each other, there are two side lugs (23). The lugs are intercoupled by means of side anchoring pieces (24) terminated with side working nuts (25) on both sides. Spreading struts (26), whose other ends are connected with the main strut (27), are attached to both side lugs (23). Side induction winding (28) is coiled about the side anchoring pieces (24).
机译:在挖掘支撑系统中支撑和释放撑杆支杆的方法包括:为撑杆之间的撑杆形成至少一个非永久支撑点,撑杆在撑杆上的位置通过可调节的方式控制。锚定件卡在同一支腿的另一个支撑点上。由支柱的推力产生的影响支撑腿的分力可通过调节锚固件的张紧力来控制。通过破坏锚固件的连续性来减轻分力。在用于撑杆的支撑和释放的系统中,在一对相互联接的角撑脚(11)的每一个的表面上,支撑挖掘的角撑壁(12),一个保持元件(13),并且保持一定距离从那里安装了一个角耳(15)。保持元件(13)和角形凸耳(15)通过角形锚定件(16)连接,所述角形锚定件在两侧均终止有角形工作螺母(17)。两个角耳(15)通过一个角撑杆(19)相互连接。拐角感应绕组(18)绕在拐角锚定件(16)上。在本发明的变型中,在两个相连接的侧支架腿(21)的每一个的外表面上,支撑侧保持壁(22)彼此相距一定距离,存在两个侧耳(23)。凸耳通过侧面锚定件(24)相互连接,侧面锚定件(24)在两侧均带有侧面工作螺母(25)。另一端与主撑杆(27)相连的撑开撑杆(26)固定在两个侧耳(23)上。侧面感应绕组(28)绕着侧面锚定件(24)盘绕。

著录项

  • 公开/公告号WO2020032811A1

    专利类型

  • 公开/公告日2020-02-13

    原文格式PDF

  • 申请/专利权人 ISPS SP. Z O.O.;

    申请/专利号WO2019PL00062

  • 发明设计人 KWARCIŃSKI PAWEŁ;GIERSZAL MARCIN;

    申请日2019-08-01

  • 分类号E02D17/08;

  • 国家 WO

  • 入库时间 2022-08-21 11:13:27

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