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Rapid construction method of stay wire type anemometer tower under rock geological condition
The invention discloses a rapid construction method of a stay wire type anemometer tower under a rock geological condition. The rapid construction method comprises the following steps that before a tower frame component is transported in place, the positions of a main tower foundation and all stay wire pit foundations are determined according to a design drawing, then rock bodies of the main towerfoundation and the stay wire pit foundations are drilled, stay wire connecting steel bars are implanted into drilled holes of the stay wire pit foundations, and one ends of the stay wire connecting steel bars are exposed out of the ground; after the tower frame component is transported in place, the tower frame component is installed, firstly, tower base circular disc fixing steel bars are used for penetrating through a tower base circular disc and then are implanted into the drilled holes of the main tower foundation, the tower base circular disc is fixed to the main tower foundation, then the main tower component and all stay wires are constructed, and one ends of the stay wires are connected to the stay wire connecting steel bars outside the ground in a sleeving mode; and after the stay wires are installed, wind measuring equipment is installed and debugged. According to the rapid construction method, no negative influence is caused to the stability of the anemometer tower, the cost can be saved, the construction period is shortened, and the construction level of the anemometer tower under the rock geological condition is improved.
本发明公开了一种岩石地质条件下的拉线型测风塔快速施工方法，包括有以下步骤：塔架构件运输到位前，根据设计图纸确认主塔基础以及各个拉线坑基础的位置，然后对主塔基础以及拉线坑基础的岩体进行钻孔，并向拉线坑基础的钻孔中植入拉线连接钢筋，拉线连接钢筋一端外露出地面；塔架构件运输到位后对其进行安装，首先使用塔基圆盘固定钢筋穿过塔基圆盘后植入至主塔基础的钻孔中，将塔基圆盘固定在主塔基础上，然后施作主塔构件以及每一条拉线，拉线的一端套接在地面外部的拉线连接钢筋；拉线安装完成后，进行测风设备的安装以及调试即可。该方法不仅对测风塔的稳定性不造成负面影响，且能够节约成本，缩短工期，提高了岩石地质条件下测风塔的施工水平。
Rapid construction method of stay wire type anemometer tower under rock geological condition
The invention discloses a rapid construction method of a stay wire type anemometer tower under a rock geological condition. The rapid construction method comprises the following steps that before a tower frame component is transported in place, the positions of a main tower foundation and all stay wire pit foundations are determined according to a design drawing, then rock bodies of the main towerfoundation and the stay wire pit foundations are drilled, stay wire connecting steel bars are implanted into drilled holes of the stay wire pit foundations, and one ends of the stay wire connecting steel bars are exposed out of the ground; after the tower frame component is transported in place, the tower frame component is installed, firstly, tower base circular disc fixing steel bars are used for penetrating through a tower base circular disc and then are implanted into the drilled holes of the main tower foundation, the tower base circular disc is fixed to the main tower foundation, then the main tower component and all stay wires are constructed, and one ends of the stay wires are connected to the stay wire connecting steel bars outside the ground in a sleeving mode; and after the stay wires are installed, wind measuring equipment is installed and debugged. According to the rapid construction method, no negative influence is caused to the stability of the anemometer tower, the cost can be saved, the construction period is shortened, and the construction level of the anemometer tower under the rock geological condition is improved.
本发明公开了一种岩石地质条件下的拉线型测风塔快速施工方法，包括有以下步骤：塔架构件运输到位前，根据设计图纸确认主塔基础以及各个拉线坑基础的位置，然后对主塔基础以及拉线坑基础的岩体进行钻孔，并向拉线坑基础的钻孔中植入拉线连接钢筋，拉线连接钢筋一端外露出地面；塔架构件运输到位后对其进行安装，首先使用塔基圆盘固定钢筋穿过塔基圆盘后植入至主塔基础的钻孔中，将塔基圆盘固定在主塔基础上，然后施作主塔构件以及每一条拉线，拉线的一端套接在地面外部的拉线连接钢筋；拉线安装完成后，进行测风设备的安装以及调试即可。该方法不仅对测风塔的稳定性不造成负面影响，且能够节约成本，缩短工期，提高了岩石地质条件下测风塔的施工水平。
Rapid construction method of stay wire type anemometer tower under rock geological condition
一种岩石地质条件下的拉线型测风塔快速施工方法
LI XIN (author) / LI FAGUI (author) / HU RONG (author) / LYU YANJUN (author) / MA HONGFEI (author)
2021-04-02
Patent
Electronic Resource
Chinese
IPC:
E04H
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