A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Post-grouting masonry method and plugging buckle assembly used by post-grouting masonry method
The invention discloses a post-grouting masonry method and a plugging buckle assembly used by the post-grouting masonry method. The masonry method comprises the following steps: S1, surveying and setting out; s2, a formwork is erected according to the position of the wall, a ground platform is cast in situ, and the height of the ground platform enables the building blocks to be positive integer blocks in the height direction of the wall; s3, after the formwork removal condition is met, formwork removal maintenance is conducted on the platform; s4, a blocking buckle needed by the first building block is placed at the upper end of the platform; s5, a first building block is placed on the blocking buckle; s6, a plugging plate assembly is installed; s7, the steps S4-86 are circulated, and positioning placement and plugging of the next building block are completed; s8, the step S7 is circulated till the top of the wall body is reached; s9, gaps between the building blocks are grouted through the grouting holes; the problems that in the traditional technology, the surface structure of a building block is complex, the machining difficulty is large, too many grouting holes are formed in the vertical face of a wall, slurry leakage is likely to happen, the masonry cannot be built too high at a time, mortar in a masonry groove has no pressure, and the mortar is disengaged from the masonry after being dried and shrunk are solved.
本发明公开了一种后注浆砌筑方法及其所用的封堵卡扣组件，砌筑方法包括以下步骤：S1：测量放样；S2：根据墙体位置支模现浇地台，所述地台的高度为可使砌块在墙体高度方向上为正整数块；S3：达到拆模条件后，对地台进行拆模养护；S4：在地台的上端摆放第一个砌块所需的封堵卡扣；S5：在封堵卡扣上放置第一个砌块；S6：安装封堵板组件；S7：循环步骤S4‑86，完成下一个砌块的定位放置和封堵；S8：循环步骤S7直至墙体顶部；S9：通过注浆孔对砌块之间的缝隙进行注浆；本发明解决了传统工艺中存在的砌块表面结构复杂，加工难度大、墙体立面注浆孔过多，容易漏浆、砌体单次无法砌筑过高、砌体沟槽内的砂浆无压力，砂浆干燥收缩后与砌体脱离的问题。
Post-grouting masonry method and plugging buckle assembly used by post-grouting masonry method
The invention discloses a post-grouting masonry method and a plugging buckle assembly used by the post-grouting masonry method. The masonry method comprises the following steps: S1, surveying and setting out; s2, a formwork is erected according to the position of the wall, a ground platform is cast in situ, and the height of the ground platform enables the building blocks to be positive integer blocks in the height direction of the wall; s3, after the formwork removal condition is met, formwork removal maintenance is conducted on the platform; s4, a blocking buckle needed by the first building block is placed at the upper end of the platform; s5, a first building block is placed on the blocking buckle; s6, a plugging plate assembly is installed; s7, the steps S4-86 are circulated, and positioning placement and plugging of the next building block are completed; s8, the step S7 is circulated till the top of the wall body is reached; s9, gaps between the building blocks are grouted through the grouting holes; the problems that in the traditional technology, the surface structure of a building block is complex, the machining difficulty is large, too many grouting holes are formed in the vertical face of a wall, slurry leakage is likely to happen, the masonry cannot be built too high at a time, mortar in a masonry groove has no pressure, and the mortar is disengaged from the masonry after being dried and shrunk are solved.
本发明公开了一种后注浆砌筑方法及其所用的封堵卡扣组件，砌筑方法包括以下步骤：S1：测量放样；S2：根据墙体位置支模现浇地台，所述地台的高度为可使砌块在墙体高度方向上为正整数块；S3：达到拆模条件后，对地台进行拆模养护；S4：在地台的上端摆放第一个砌块所需的封堵卡扣；S5：在封堵卡扣上放置第一个砌块；S6：安装封堵板组件；S7：循环步骤S4‑86，完成下一个砌块的定位放置和封堵；S8：循环步骤S7直至墙体顶部；S9：通过注浆孔对砌块之间的缝隙进行注浆；本发明解决了传统工艺中存在的砌块表面结构复杂，加工难度大、墙体立面注浆孔过多，容易漏浆、砌体单次无法砌筑过高、砌体沟槽内的砂浆无压力，砂浆干燥收缩后与砌体脱离的问题。
Post-grouting masonry method and plugging buckle assembly used by post-grouting masonry method
一种后注浆砌筑方法及其所用的封堵卡扣组件
ZHAO JINPENG (author) / HU FEIFAN (author) / CAI ZHIGANG (author) / ZHANG HUI (author)
2023-09-12
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Grouting masonry wall structure and masonry method thereof
| European Patent Office | 2023
| European Patent Office | 2021
Internal grouting restores stone masonry piers
Engineering Index Backfile | 1934
INTERSTITIAL MASONRY GROUTING OF TUNNELS & ARCHES
| British Library Conference Proceedings | 2008