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A platform for research: civil engineering, architecture and urbanism
Basement construction technology and structure
The basement construction technology comprises the following steps that S1, pile foundation construction is conducted, specifically, a pile hole is excavated in the bottom face of a foundation, a reinforcement cage is placed in the pile hole, concrete is poured into the pile hole, and then concrete is poured above the pile hole to form a bearing platform; and S2, cushion layer treatment is conducted, specifically, anti-floating anchor rods are arranged on the bottom face of the foundation, waterproof expansion strips are arranged on the side faces of the bearing platform, and concrete is poured to form a cushion layer. And S3, pre-construction of the waterproof layer: coating a non-cured asphalt material on the cushion layer, and texturing the surface of the waterproof plate. And S4, waterproof plate laying, wherein the first waterproof plates are laid on the non-cured asphalt material, and every two adjacent first waterproof plates are in concave-convex fit through the first matching parts and the second matching parts. And S5, waterproof plugging at the junction, wherein the first waterproof plate and the second waterproof plate are in concave-convex fit through the third matching part and the fourth matching part. And S6, steel bars are arranged, and concrete is poured, specifically, the steel bars are bound on the first waterproof plate, and the concrete is poured.
本公开涉及一种地下室施工工艺及结构，该地下室施工工艺包括以下步骤：S1：桩基础施工：在基础底面上开挖桩孔，在桩孔内放置钢筋笼并向桩孔内浇筑混凝土，再向桩孔上方浇筑混凝土以形成承台。S2：垫层处理在基础底面上设置抗浮锚杆，在承台的侧面上设置防水膨胀条，浇筑混凝土形成垫层。S3：防水层预施工：在垫层上涂刮非固化沥青材料，并将防水板的表面进行毛化。S4：铺设防水板：将第一防水板铺设在非固化沥青材料上，相邻的两第一防水板通过第一配合部和第二配合部形成凹凸配合。S5：交界处的防水封堵：第一防水板和第二防水板通过第三配合部和第四配合部形成凹凸配合。S6：布置钢筋和浇筑混凝土：在第一防水板上绑扎钢筋和浇筑混凝土。
Basement construction technology and structure
The basement construction technology comprises the following steps that S1, pile foundation construction is conducted, specifically, a pile hole is excavated in the bottom face of a foundation, a reinforcement cage is placed in the pile hole, concrete is poured into the pile hole, and then concrete is poured above the pile hole to form a bearing platform; and S2, cushion layer treatment is conducted, specifically, anti-floating anchor rods are arranged on the bottom face of the foundation, waterproof expansion strips are arranged on the side faces of the bearing platform, and concrete is poured to form a cushion layer. And S3, pre-construction of the waterproof layer: coating a non-cured asphalt material on the cushion layer, and texturing the surface of the waterproof plate. And S4, waterproof plate laying, wherein the first waterproof plates are laid on the non-cured asphalt material, and every two adjacent first waterproof plates are in concave-convex fit through the first matching parts and the second matching parts. And S5, waterproof plugging at the junction, wherein the first waterproof plate and the second waterproof plate are in concave-convex fit through the third matching part and the fourth matching part. And S6, steel bars are arranged, and concrete is poured, specifically, the steel bars are bound on the first waterproof plate, and the concrete is poured.
本公开涉及一种地下室施工工艺及结构，该地下室施工工艺包括以下步骤：S1：桩基础施工：在基础底面上开挖桩孔，在桩孔内放置钢筋笼并向桩孔内浇筑混凝土，再向桩孔上方浇筑混凝土以形成承台。S2：垫层处理在基础底面上设置抗浮锚杆，在承台的侧面上设置防水膨胀条，浇筑混凝土形成垫层。S3：防水层预施工：在垫层上涂刮非固化沥青材料，并将防水板的表面进行毛化。S4：铺设防水板：将第一防水板铺设在非固化沥青材料上，相邻的两第一防水板通过第一配合部和第二配合部形成凹凸配合。S5：交界处的防水封堵：第一防水板和第二防水板通过第三配合部和第四配合部形成凹凸配合。S6：布置钢筋和浇筑混凝土：在第一防水板上绑扎钢筋和浇筑混凝土。
Basement construction technology and structure
地下室施工工艺及结构
GUO GUANNAN (author) / ZHANG XU (author) / XU XIAOLIAN (author) / ZHENG XUEYONG (author) / WANG YANGLONG (author)
2024-04-19
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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