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Construction method for pre-paved anti-sticking waterproof coiled material post-cast strip
The invention relates to a construction method of a pre-paved anti-sticking waterproof roll post-cast strip, which comprises the following steps of: a, constructing a building cushion layer, and paying off to draw the position of the post-cast strip; b, a waterproof layer is laid, and the width of the waterproof layer is larger than that of the post-cast strip; c, water stopping platforms are cast on the two sides of the post-cast strip; d, binding reinforcing steel bars of a foundation slab of the building; e, post-cast strip steel bars are bound, a double-layer steel wire mesh is fixed to the edge of the post-cast strip, and non-woven fabric is fixed between the two layers of steel wire mesh; f, horizontal steel plate water-stop belts are fixed to the steel bars on the two sides of the post-cast strip; g, a reverse non-return rubber pipe is fixed below the internal corner of the steel plate water stop belt, and grouting pipe joints are reserved at intervals; h, pouring construction of a building foundation bottom plate; i, post-cast strip concrete is poured; and j, grouting is conducted on the grouting pipe joints, and all the grouting pipe joints are firmly bound after grouting is stopped. Concrete cement paste on the two sides of the post-cast strip can be effectively prevented from flowing into the post-cast strip, and concrete at the internal corner position of the steel plate waterstop can be compacted.
本发明涉及一种预铺反粘防水卷材后浇带施工方法,包括:a.对建筑垫层施工,放线画出后浇带的位置;b.铺设防水层,防水层的宽度大于后浇带的宽度;c.在后浇带两侧浇筑截水台;d.绑扎建筑的基础底板的钢筋;e.绑扎后浇带钢筋,在后浇带边缘位置固定双层钢丝网并在两层钢丝网之间固定无纺布;f.在后浇带两侧的钢筋上固定水平的钢板止水带;g.在钢板止水带阴角的下面固定逆向止回橡胶管,并间隔预留注浆管接头;h.建筑基础底板浇筑施工;i.浇筑后浇带混凝土;j.对注浆管接头进行注浆,停止注浆后将所有的注浆管接头绑扎牢固。本发明能够有效防止后浇带两侧混凝土水泥浆流入后浇带,且能够使钢板止水带阴角位置混凝土密实。
Construction method for pre-paved anti-sticking waterproof coiled material post-cast strip
The invention relates to a construction method of a pre-paved anti-sticking waterproof roll post-cast strip, which comprises the following steps of: a, constructing a building cushion layer, and paying off to draw the position of the post-cast strip; b, a waterproof layer is laid, and the width of the waterproof layer is larger than that of the post-cast strip; c, water stopping platforms are cast on the two sides of the post-cast strip; d, binding reinforcing steel bars of a foundation slab of the building; e, post-cast strip steel bars are bound, a double-layer steel wire mesh is fixed to the edge of the post-cast strip, and non-woven fabric is fixed between the two layers of steel wire mesh; f, horizontal steel plate water-stop belts are fixed to the steel bars on the two sides of the post-cast strip; g, a reverse non-return rubber pipe is fixed below the internal corner of the steel plate water stop belt, and grouting pipe joints are reserved at intervals; h, pouring construction of a building foundation bottom plate; i, post-cast strip concrete is poured; and j, grouting is conducted on the grouting pipe joints, and all the grouting pipe joints are firmly bound after grouting is stopped. Concrete cement paste on the two sides of the post-cast strip can be effectively prevented from flowing into the post-cast strip, and concrete at the internal corner position of the steel plate waterstop can be compacted.
本发明涉及一种预铺反粘防水卷材后浇带施工方法,包括:a.对建筑垫层施工,放线画出后浇带的位置;b.铺设防水层,防水层的宽度大于后浇带的宽度;c.在后浇带两侧浇筑截水台;d.绑扎建筑的基础底板的钢筋;e.绑扎后浇带钢筋,在后浇带边缘位置固定双层钢丝网并在两层钢丝网之间固定无纺布;f.在后浇带两侧的钢筋上固定水平的钢板止水带;g.在钢板止水带阴角的下面固定逆向止回橡胶管,并间隔预留注浆管接头;h.建筑基础底板浇筑施工;i.浇筑后浇带混凝土;j.对注浆管接头进行注浆,停止注浆后将所有的注浆管接头绑扎牢固。本发明能够有效防止后浇带两侧混凝土水泥浆流入后浇带,且能够使钢板止水带阴角位置混凝土密实。
Construction method for pre-paved anti-sticking waterproof coiled material post-cast strip
预铺反粘防水卷材后浇带施工方法
WANG GUOHUI (author) / WU JUNSONG (author) / MA ZHAOXIANG (author) / ZHAO FUCAI (author) / ZHANG NING (author)
2023-03-10
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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