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The anti-seepage structure comprises two pieces of concrete and a deformation joint body, low-pressure inserting grooves are formed in the two pieces of concrete, high-pressure inserting grooves are formed in the two pieces of concrete, and an anti-seepage bottom plate is fixedly installed at the bottom of an inner cavity of the deformation joint body; rubber strips A are fixedly mounted on the two sides of the anti-seepage bottom plate correspondingly, and an anti-seepage partition plate layer is mounted in the deformation joint body. Through rotation of an arranged threaded rod, under limiting of a threaded hole, the threaded rod moves downwards, so that a circular truncated cone top block is driven to move downwards, the circular truncated cone top block finally moves to the inner side, an insertion rod is jacked and pressed, the insertion rod is inserted into two pieces of concrete, the anti-seepage partition plate layer is installed in the deformation joint body, the installation effect is good, and the practicability is high. Installation is simple, the anti-seepage partition plate layer cannot move downwards or upwards after being installed, and therefore the filling effect of an anti-seepage agent and a non-curing material is guaranteed, and the anti-seepage effect is guaranteed.
本发明公开了一种混凝土结构变形缝用防渗结构及其施工工艺,包括两块混凝土和变形缝本体,两块混凝土的内部均开设有低压插槽,两块混凝土的内部均开设有高压插槽,变形缝本体内腔的底部固定安装有防渗底板,防渗底板的两侧均固定安装有橡胶条A,变形缝本体的内部安装有防渗隔板层。通过设置的螺纹杆进行转动,在螺纹孔的限位下,螺纹杆向下移动,从而带动圆台顶块向下移动,圆台顶块最终移动到的内侧,从而对插杆进行顶压,使插杆插入两块混凝土内部,从而将防渗隔板层安装在变形缝本体的内部,安装效果好,安装简单,防渗隔板层在安装过后不会向下或向上移动,从而保证对防渗剂和非固化料的填充效果,保证防渗效果。
The anti-seepage structure comprises two pieces of concrete and a deformation joint body, low-pressure inserting grooves are formed in the two pieces of concrete, high-pressure inserting grooves are formed in the two pieces of concrete, and an anti-seepage bottom plate is fixedly installed at the bottom of an inner cavity of the deformation joint body; rubber strips A are fixedly mounted on the two sides of the anti-seepage bottom plate correspondingly, and an anti-seepage partition plate layer is mounted in the deformation joint body. Through rotation of an arranged threaded rod, under limiting of a threaded hole, the threaded rod moves downwards, so that a circular truncated cone top block is driven to move downwards, the circular truncated cone top block finally moves to the inner side, an insertion rod is jacked and pressed, the insertion rod is inserted into two pieces of concrete, the anti-seepage partition plate layer is installed in the deformation joint body, the installation effect is good, and the practicability is high. Installation is simple, the anti-seepage partition plate layer cannot move downwards or upwards after being installed, and therefore the filling effect of an anti-seepage agent and a non-curing material is guaranteed, and the anti-seepage effect is guaranteed.
本发明公开了一种混凝土结构变形缝用防渗结构及其施工工艺,包括两块混凝土和变形缝本体,两块混凝土的内部均开设有低压插槽,两块混凝土的内部均开设有高压插槽,变形缝本体内腔的底部固定安装有防渗底板,防渗底板的两侧均固定安装有橡胶条A,变形缝本体的内部安装有防渗隔板层。通过设置的螺纹杆进行转动,在螺纹孔的限位下,螺纹杆向下移动,从而带动圆台顶块向下移动,圆台顶块最终移动到的内侧,从而对插杆进行顶压,使插杆插入两块混凝土内部,从而将防渗隔板层安装在变形缝本体的内部,安装效果好,安装简单,防渗隔板层在安装过后不会向下或向上移动,从而保证对防渗剂和非固化料的填充效果,保证防渗效果。
Anti-seepage structure for deformation joint of concrete structure and construction technology of anti-seepage structure
一种混凝土结构变形缝用防渗结构及其施工工艺
2022-06-24
Patent
Electronic Resource
Chinese
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