首页> 外国专利> PLYWOOD PANEL REINFORCING JOIST, PLYWOOD PANEL REINFOCING STRUCTURE AND CLOSING METHOD AFTER DISMANTLING OF THE PLYWOOD PANEL REINFOCING STRUCTURE

PLYWOOD PANEL REINFORCING JOIST, PLYWOOD PANEL REINFOCING STRUCTURE AND CLOSING METHOD AFTER DISMANTLING OF THE PLYWOOD PANEL REINFOCING STRUCTURE

机译:胶合板加筋梁,胶合板加筋结构及拆除胶合板加筋结构后的封闭方法

摘要

A band steel type joist for reinforcing plywood molds and reinforcing structure of the plywood molds using the joist, and a method of finishing the concrete after disassembling the reinforcing structure are provided to counter the lateral pressure exerting on the plywood molds by cutting sharp pointed coupling chips from body units of the joist which are thrust to the back side of the molds, and by integrating form ties with the molds by screwing cone nuts through the molds and joist, and by filling the concrete holes left by the cone nuts with padded caps respectively. A bad steel type joist for countering the lateral pressure of the concrete exerting on the plywood molds includes body units(110) and plural coupling units(120). The body units are longitudinal metal members having two parallel lines of support sills(111) disposed along the length of the body units. Each of the coupling units have three pieces of coupling chips(121) cut out in sharp points from plate surfaces of the body units and bended so as to point in opposite direction of the supporting sills. Each of the coupling chips are pointed in different directions. In a reinforcing structure for countering lateral pressure of the concrete exerting on plywood molds, plural plywood molds are linked together. Band steel type joists(100) are fixed across the back surface of the plywood molds by thrusting coupling chips into the plywood molds. Plural form ties are penetrated through between two lines of supporting sills and integrated to the plywood molds. The form ties include steel tie bolts having male threaded portions on two ends, cone nuts having one ends allowing insertion of the male threaded portion of the tie bolts and other ends contacting the plywood molds, and cone nut fixers penetrating through the joists and plywood molds to be inserted into the cone nuts and screwed to the tie bolts. A method of finishing the concrete after dismantling the plywood molds include pouring and curing into the plywood molds reinforced with the joist and form ties, dismantling the molds, and filling concrete holes left by cone nuts with pad caps having air ventilation holes.
机译:提供一种用于增强胶合板模具的带钢型托梁和使用该托梁的胶合板模具的加固结构,以及提供一种在拆卸加固结构后完成混凝土的方法,以通过切割尖锐的尖头切屑来抵消施加在胶合板模具上的侧向压力。从托梁的主体单元推入到模具的背面,并通过将圆锥形螺母拧入模具和托梁,并通过用填充的帽分别填充圆锥形螺母留下的混凝土孔,将与模具的形状关系整合在一起。用于抵抗混凝土施加在胶合板上的横向压力的不良钢型托梁包括主体单元(110)和多个联接单元(120)。主体单元是纵向金属构件,其具有沿着主体单元的长度设置的两条平行的支撑门槛线(111)。每个连接单元具有三块连接芯片(121),它们从主体单元的板表面切成锐角,并弯曲成指向支撑梁的相反方向。每个耦合芯片指向不同的方向。在用于抵抗施加在胶合板模具上的混凝土的侧向压力的增强结构中,多个胶合板模具连接在一起。通过将耦合碎片推入胶合板模具中,将带钢型托梁(100)固定在胶合板模具的背面。多个形状的扎带穿过两条支撑窗台线之间,并集成到胶合板模具中。枕木包括:钢制的系紧螺栓,其两端具有外螺纹部分;圆锥形螺母,其一端允许插入系紧螺栓的外螺纹部分,另一端与胶合板模具接触;以及圆锥形螺母固定器,其穿过托梁和胶合板模具。插入锥形螺母并拧紧到固定螺栓上。拆卸胶合板模具后对混凝土进行精加工的方法包括将其浇注并固化到用托梁加固的胶合板模具中并形成结扎,拆卸模具,并用具有通风孔的垫盖填充锥螺母留下的混凝土孔。

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