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Reinforcement method for pile foundation construction for high-rise building foundation construction
The invention provides a reinforcement method for pile foundation construction for high-rise building foundation construction. A clamping mechanism, a joint control mechanism, a supporting arranging mechanism, an auxiliary supporting mechanism, an arranging direction straight cylinder, transverse rod lead screws, guiding lead screws, a main vertical support and a bottom plate are included. The problems that the binding process of a present reinforcement cage is tedious, manual righting, welding and fixing are needed, due to the fact that the length and the diameter of a pile foundation are large, binding personnel need to consume a large amount of time to bind, the efficiency is lower, an existing clamp for the reinforcement cage has limitation, coiled reinforcements of different diameter sizes cannot be clamped and fixed, the spacing distance of the coiled reinforcements cannot be adjusted according to the manufacturing requirement of the reinforcement cage, the market requirement cannot be met, main reinforcements cannot be uniformly welded on the coiled reinforcements at intervals, so that the strength of the prepared reinforcement cage cannot meet the use requirements, and the bearing strength of a manufactured pile foundation is influenced are solved.
本发明提供了一种高层建筑地基施工桩基施工加固方法,包括夹持机构、联控机构、托排机构、辅托机构、排向直筒、横杆丝杠、导向丝杆、主立支架和底板,本发明解决了现今钢筋笼的绑扎过程较为繁琐,需要人为扶正焊接固定,由于桩基础的长度与直径较大;因此绑扎人员需要耗费大量时间来进行绑扎,效率较低,而现今针对钢筋笼制备的夹具具有局限性,不能针对不同直径尺寸的盘筋进行夹持固定,无法根据钢筋笼的制备需求对盘筋的间隔距离进行调整,满足不了市场需求,并且无法间隔均匀的将主筋焊接在盘筋上,造成制备的钢筋笼强度无法满足使用需求,影响制作桩基础的承重强度等问题。
Reinforcement method for pile foundation construction for high-rise building foundation construction
The invention provides a reinforcement method for pile foundation construction for high-rise building foundation construction. A clamping mechanism, a joint control mechanism, a supporting arranging mechanism, an auxiliary supporting mechanism, an arranging direction straight cylinder, transverse rod lead screws, guiding lead screws, a main vertical support and a bottom plate are included. The problems that the binding process of a present reinforcement cage is tedious, manual righting, welding and fixing are needed, due to the fact that the length and the diameter of a pile foundation are large, binding personnel need to consume a large amount of time to bind, the efficiency is lower, an existing clamp for the reinforcement cage has limitation, coiled reinforcements of different diameter sizes cannot be clamped and fixed, the spacing distance of the coiled reinforcements cannot be adjusted according to the manufacturing requirement of the reinforcement cage, the market requirement cannot be met, main reinforcements cannot be uniformly welded on the coiled reinforcements at intervals, so that the strength of the prepared reinforcement cage cannot meet the use requirements, and the bearing strength of a manufactured pile foundation is influenced are solved.
本发明提供了一种高层建筑地基施工桩基施工加固方法,包括夹持机构、联控机构、托排机构、辅托机构、排向直筒、横杆丝杠、导向丝杆、主立支架和底板,本发明解决了现今钢筋笼的绑扎过程较为繁琐,需要人为扶正焊接固定,由于桩基础的长度与直径较大;因此绑扎人员需要耗费大量时间来进行绑扎,效率较低,而现今针对钢筋笼制备的夹具具有局限性,不能针对不同直径尺寸的盘筋进行夹持固定,无法根据钢筋笼的制备需求对盘筋的间隔距离进行调整,满足不了市场需求,并且无法间隔均匀的将主筋焊接在盘筋上,造成制备的钢筋笼强度无法满足使用需求,影响制作桩基础的承重强度等问题。
Reinforcement method for pile foundation construction for high-rise building foundation construction
一种高层建筑地基施工桩基施工加固方法
GU XIAOBING (author)
2021-09-24
Patent
Electronic Resource
Chinese
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