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A platform for research: civil engineering, architecture and urbanism
Method for constructing underground automatic garage structure
A method for constructing an underground automatic garage structure comprises the following steps that a U-shaped reinforced concrete member is prefabricated, a supporting groove is formed in the suspended side end of an upper plate of the U-shaped reinforced concrete member, and a stand column is arranged between the two sides of the suspended side end of each of the upper plate and the lower plate of the U-shaped reinforced concrete member; prefabricating a flat T-shaped reinforced concrete upper plate and a rectangular reinforced concrete lower plate; the ends of the suspended sides of the prefabricated [-shaped reinforced concrete members are sealed to form frame-shaped jacking pipes I; the space between the two ends of the flat T-shaped reinforced concrete upper plate and the rectangular reinforced concrete lower plate is closed to form a frame-shaped jacking pipe II; setting a working well; firstly, a frame-shaped jacking pipe I is jacked in and communicated; the other side pipe jacking channel is symmetrically arranged at a certain interval; a frame-shaped jacking pipe II is jacked between the two side jacking pipe channels to form a middle channel in a penetrating manner; wherein the extension end of the flat T-shaped reinforced concrete upper plate is matched with the supporting groove of the [-shaped reinforced concrete member, and the supporting sealing member is dismounted to form the underground automatic garage structure.
一种构筑地下自动车库构筑物的方法：包括以下步骤：预制匚型钢筋混凝土构件，匚型钢筋混凝土构件上板悬空侧端头设置支撑槽，匚型钢筋混凝土构件上、下板的悬空测端头两侧之间分别设置一个立柱；预制扁T型钢筋混凝土上板、矩形钢筋混凝土下板；将预制匚型钢筋混凝土构件悬空侧端头封闭制成框型顶管Ⅰ；将扁T型钢筋混凝土上板、矩形钢筋混凝土下板两端之间封闭制成框型顶管Ⅱ；设置工作井；首先顶入框型顶管Ⅰ，贯通；间隔一定距离对称设置另一条侧边顶管通道；在两条侧边顶管通道之间顶入框型顶管Ⅱ，贯通形成中间通道；其中扁T型钢筋混凝土上板的伸长端与匚型钢筋混凝土构件的支撑槽配合，拆除支撑封闭构件，构成地下自动车库构筑物。
Method for constructing underground automatic garage structure
A method for constructing an underground automatic garage structure comprises the following steps that a U-shaped reinforced concrete member is prefabricated, a supporting groove is formed in the suspended side end of an upper plate of the U-shaped reinforced concrete member, and a stand column is arranged between the two sides of the suspended side end of each of the upper plate and the lower plate of the U-shaped reinforced concrete member; prefabricating a flat T-shaped reinforced concrete upper plate and a rectangular reinforced concrete lower plate; the ends of the suspended sides of the prefabricated [-shaped reinforced concrete members are sealed to form frame-shaped jacking pipes I; the space between the two ends of the flat T-shaped reinforced concrete upper plate and the rectangular reinforced concrete lower plate is closed to form a frame-shaped jacking pipe II; setting a working well; firstly, a frame-shaped jacking pipe I is jacked in and communicated; the other side pipe jacking channel is symmetrically arranged at a certain interval; a frame-shaped jacking pipe II is jacked between the two side jacking pipe channels to form a middle channel in a penetrating manner; wherein the extension end of the flat T-shaped reinforced concrete upper plate is matched with the supporting groove of the [-shaped reinforced concrete member, and the supporting sealing member is dismounted to form the underground automatic garage structure.
一种构筑地下自动车库构筑物的方法：包括以下步骤：预制匚型钢筋混凝土构件，匚型钢筋混凝土构件上板悬空侧端头设置支撑槽，匚型钢筋混凝土构件上、下板的悬空测端头两侧之间分别设置一个立柱；预制扁T型钢筋混凝土上板、矩形钢筋混凝土下板；将预制匚型钢筋混凝土构件悬空侧端头封闭制成框型顶管Ⅰ；将扁T型钢筋混凝土上板、矩形钢筋混凝土下板两端之间封闭制成框型顶管Ⅱ；设置工作井；首先顶入框型顶管Ⅰ，贯通；间隔一定距离对称设置另一条侧边顶管通道；在两条侧边顶管通道之间顶入框型顶管Ⅱ，贯通形成中间通道；其中扁T型钢筋混凝土上板的伸长端与匚型钢筋混凝土构件的支撑槽配合，拆除支撑封闭构件，构成地下自动车库构筑物。
Method for constructing underground automatic garage structure
构筑地下自动车库构筑物的方法
ZHANG CHUN (author)
2023-09-22
Patent
Electronic Resource
Chinese
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