CAJ | 학술논문

为了高质高效地完成某深水防波堤1510 m防浪胸墙施工，根据防浪胸墙高6.5 m、掺石20%、通道狭窄等难点，在对防浪胸墙施工工艺进行了深入的研究后，创新地采用了门架模板一体式施工工艺。针对该工艺，综合考虑模板安拆、抛石工艺、资源配置等情况，设计了底层胸墙门架、顶层胸墙门架。该特殊施工工艺在保证防浪胸墙浇筑质量的前提下，创造了防波堤施工史上的最快速度。
위료고질고효지완성모심수방파제1510 m방랑흉장시공，근거방랑흉장고6.5 m、참석20%、통도협착등난점，재대방랑흉장시공공예진행료심입적연구후，창신지채용료문가모판일체식시공공예。침대해공예，종합고필모판안탁、포석공예、자원배치등정황，설계료저층흉장문가、정층흉장문가。해특수시공공예재보증방랑흉장요축질량적전제하，창조료방파제시공사상적최쾌속도。
In order to guarantee the quality and efficiency of a deepwater breakwater’s 1 510 m long crest wall, according to the difficulties that the wave breast wall is of 6.5 meters high, containing 20%stones, and with narrow passages, etc. we carry out a research on the construction technology of the crest wall, and develop the integrated construction technology of gantry mounting and template innovatively. For the technology, we design the bottom crest wall gantry mounting and the top crest wall gantry mounting in view of the template’s installation, riprap technology, as well as the allocation of resources. By the special technology, we realize the quickest construction at that time under the prerequisite of guaranteeing the casting technology of the crest wall.