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Constructional column steel bar construction method
The constructional column steel bar construction method comprises a beam bottom die and an assembly type constructional column formwork, a functional area is arranged at the preset position of the beam bottom die, the beam bottom die comprises a beam bottom die body I and a beam bottom die body II, and the functional area is located between the beam bottom die body I and the beam bottom die body II. The assembly type constructional column formwork is located in the functional area and connects the beam bottom formwork body I and the beam bottom formwork body II. The fabricated constructional column formwork comprises a formwork body I and a formwork body II, the fabricated constructional column formwork further comprises a connecting piece for connecting the formwork body I and the formwork body II, and the formwork body I and the formwork body II limit a preset number of constructional column steel bars through cooperation of a limiting part I and a limiting part II; it can be guaranteed that the constructional column steel bars can be pre-buried at a time, and the beam formwork can be smoothly dismantled and used.
本发明公开了一种构造柱钢筋施工方法，包括梁底模和装配式构造柱模板，所述梁底模的预设位置具有功能区，所述梁底模包括梁底模本体Ⅰ和梁底模本体Ⅱ，所述功能区位于梁底模本体Ⅰ和梁底模本体Ⅱ之间，所述装配式构造柱模板位于功能区内将梁底模本体Ⅰ和梁底模本体Ⅱ连接；所述装配式构造柱模板包括模板Ⅰ和模板Ⅱ，所述装配式构造柱模板还包括将模板Ⅰ和模板Ⅱ连接的连接件，所述模板Ⅰ和模板Ⅱ通过限位部Ⅰ和限位部Ⅱ的配合将预设根数的构造柱钢筋限位；能够保证构造柱钢筋能够一次预埋，也能够使得梁模板顺利拆除使用。
Constructional column steel bar construction method
The constructional column steel bar construction method comprises a beam bottom die and an assembly type constructional column formwork, a functional area is arranged at the preset position of the beam bottom die, the beam bottom die comprises a beam bottom die body I and a beam bottom die body II, and the functional area is located between the beam bottom die body I and the beam bottom die body II. The assembly type constructional column formwork is located in the functional area and connects the beam bottom formwork body I and the beam bottom formwork body II. The fabricated constructional column formwork comprises a formwork body I and a formwork body II, the fabricated constructional column formwork further comprises a connecting piece for connecting the formwork body I and the formwork body II, and the formwork body I and the formwork body II limit a preset number of constructional column steel bars through cooperation of a limiting part I and a limiting part II; it can be guaranteed that the constructional column steel bars can be pre-buried at a time, and the beam formwork can be smoothly dismantled and used.
本发明公开了一种构造柱钢筋施工方法，包括梁底模和装配式构造柱模板，所述梁底模的预设位置具有功能区，所述梁底模包括梁底模本体Ⅰ和梁底模本体Ⅱ，所述功能区位于梁底模本体Ⅰ和梁底模本体Ⅱ之间，所述装配式构造柱模板位于功能区内将梁底模本体Ⅰ和梁底模本体Ⅱ连接；所述装配式构造柱模板包括模板Ⅰ和模板Ⅱ，所述装配式构造柱模板还包括将模板Ⅰ和模板Ⅱ连接的连接件，所述模板Ⅰ和模板Ⅱ通过限位部Ⅰ和限位部Ⅱ的配合将预设根数的构造柱钢筋限位；能够保证构造柱钢筋能够一次预埋，也能够使得梁模板顺利拆除使用。
Constructional column steel bar construction method
构造柱钢筋施工方法
LIN JIFENG (author) / YAO CHANGYONG (author) / CHEN JUN (author) / LIU GUOKANG (author) / LIU TONG (author)
2023-08-08
Patent
Electronic Resource
Chinese
| European Patent Office | 2021
Constructional column construction method and constructional column mold
| European Patent Office | 2021
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