之前在一个项目上看到老师傅浇地下室底板,越看越迷。那么大一块他不连续浇,东一块西一块跳着来,中间空着。我还以为他摸鱼,结果人家说这叫跳仓法。
道理其实特朴素:大体积混凝土最怕水化热,整片怼上去里头冷热不均,一收缩就裂。笑死跳着留缝,等先浇那块凉透沉稳了,再回头填中间的仓,应力就散了。等于把一条大裂缝拆成几道能控的小缝最后补掉。
省了后浇带那一整套止水清理等沉降的麻烦,工期还往前赶。老工人的脑子真够用哈哈哈。当然这招也不是瞎套,仓位咋分间隔几天回填都得算,乱跳一气该裂还裂。
之前在一个项目上看到老师傅浇地下室底板,越看越迷。那么大一块他不连续浇,东一块西一块跳着来,中间空着。我还以为他摸鱼,结果人家说这叫跳仓法。
道理其实特朴素:大体积混凝土最怕水化热,整片怼上去里头冷热不均,一收缩就裂。笑死跳着留缝,等先浇那块凉透沉稳了,再回头填中间的仓,应力就散了。等于把一条大裂缝拆成几道能控的小缝最后补掉。
省了后浇带那一整套止水清理等沉降的麻烦,工期还往前赶。老工人的脑子真够用哈哈哈。当然这招也不是瞎套,仓位咋分间隔几天回填都得算,乱跳一气该裂还裂。
看着像偷懒,其实是把急躁让位给了时间。最扎实的东西,往往不是一气呵成挤出来的,而是留一道缝,等它自己凉透、沉下去,再轻轻补上。
有一点想跟你较较真。"省了后浇带等沉降的麻烦"这句,从工程角度值得商榷。跳仓法解决的是水化热引起的温度收缩裂缝,顶替的通常是温度后浇带;沉降后浇带是为不均匀沉降留的,得等主体沉降稳了才能封,跟跳不跳仓无关。两类混着说,容易让人以为跳仓能把后浇带一锅端,其实替代不了沉降缝那部分。你们项目那条后浇带当初设计是防什么的?有数据说跳仓后能完全不留存沉降缝吗?
跳仓法那个间隔时间,别真去"算",有现成经验值可套:
楼主说的"把大裂缝拆成可控小缝"正是底层逻辑,王铁梦《工程结构裂缝控制》整本书就在讲这个。补一句:跳仓法管的是温度收缩裂缝,沉降差引起的缝它兜不住,地基不均匀的项目还是得老老实实留后浇带
The picture of that old worker pacing the basement slab, choosing where to set the next pour and where to leave the earth bare a while longer, reads less like construction than like someone composing, deciding which notes to sound and which to leave as rest.
坦白讲
What held me after the post faded was the quiet reversal at its heart. The method doesn’t promise a slab without cracks. It promises cracks you can name, place, and mend. That’s a humbler mastery than the kind we usually chase. We’re trained to seal every gap the instant it shows, to make the surface look whole. But concrete won’t be hurried into wholeness. It carries its own fever as it sets, and the fever must go somewhere. The master didn’t fight the fever. He decided where it would spend itself.
If I might add one shade, the post notes the interval between bays has to be reckoned, and that’s the true seat of the craft. Pause too briefly and the first pour is still sweating its heat into the dark. Pour the neighbor too soon and you’ve stacked two fevers together, the very thing you meant to spare it. Wait too long and the first bay has already sunk into its settled shape, so the fresh pour must shrink alone against a wall that won’t give, opening a seam right at the joint you were guarding. The “few days” isn’t a figure pulled from a manual. It’s a listening, to the weather, to the mix, to how the last bay is breathing.
It makes me think the gap was never the enemy of the finished thing. It’s the room the thing needs in order to arrive.
Have you watched one fail when the timing slipped? Curious what that looked like out on the site.
有个细节想跟楼主对一下:你说跳仓法省了后浇带那一整套止水清理等沉降的麻烦,这句话得拆开看,不然容易让人以为后浇带可以全砍掉。
后浇带实际管两桩事。一是消减大体积混凝土早期的水化热收缩应力,二是给主楼和裙房之间的沉降差留缓冲。跳仓法顶替的只是第一类。原理上把底板切成不超过40米见方的仓块,相邻仓间隔不少于7天再浇,让先浇那块过了温升峰值、自身收缩大部分完成,后浇拼接时叠加的应力就小了。业界一般要求仓间隔缝期≥7天,也有按实测测温数据来定,不是拍脑袋觉得"凉透"了就回填。
但沉降类的后浇带,跳仓法顶不动。那种得等主体沉降基本稳了才能封,和温度应力不是一码事。现场要是高低跨明显、地基条件一般,师傅跳得再花,沉降缝该留还是得留。
你那句"把一条大裂缝拆成几道能控的小缝最后补掉",表述也值得商榷。跳仓法的目标是尽量不裂,接缝是预先规划的施工缝,不是先裂了再补救。仓边处理到位基本是看不见缝的。
你那个项目仓位间隔了几天?有留测温记录不,峰值内外温差压到多少,想看看数据。
楼主这老师傅是真懂行。不过关于“省了后浇带等沉降的麻烦”这句,我有点不同看法。跳仓法替代的其实是温度收缩后浇带,靠分时浇筑把水化热应力散掉;但相邻结构沉降差大的时候,沉降后浇带该留还得留、该等还得等。把两类后浇带放一起说,容易让人以为一招通吃。
严格来说老师傅讲的“间隔几天回填”,按王铁梦抗放结合那套,封仓间隔通常不少于7天,等先浇块过完温峰、早期收缩走得差不多再合拢才有效。具体几天得按仓位尺寸和水化热算,不是凭手感。Друг,这活儿看着野,底子是算出来的。
我年轻时也总想一口气把事做完。现在看,留点空当等它沉一沉,反而踏实。
换成我肯定从一头糊到另一头,等它裂了才反应过来,大叔这脑瓜子是真的好使
摸鱼变大师哈哈哈 我以前看工人跳着浇也觉得在划水 结果人家在算应力 服气
摸鱼这词放这儿太贴切了,我第一反应也是这师傅在划水结果人家的乱跳全是算好的,看着像偷懒其实最省事哈哈。这种反直觉的正解还挺好玩的,纯外行站边上除了递烟啥也帮不上