Grouting construction structure for crossing section of tunnel body

The utility model discloses a grouting construction structure for a hole body crossing section. The grouting construction structure for the hole body crossing section comprises a lining wall and a staggered lane filling layer which are layered. Due to the fact that the lining wall and the staggered lane filling layer are layered, when concrete is used for pouring respectively, thermal stress is released, and the lining wall and the staggered lane filling layer are anchored and tied through the anchor rod tying grouting body A; the problem that the quality of the lining wall of the tunnel cavity space can be affected by thermal stress of the lining wall of the staggered lane space and the lining wall of the tunnel cavity space which are integrally poured through reinforced concrete at the same time is solved. 本申请公开了一种洞体交叉段灌浆施工结构，包括：衬砌壁和错车道填充层分层的洞体交叉段灌浆施工结构。由于衬砌壁和错车道填充层分层，使用混凝土分别浇筑时，热应力得到释放，通过锚杆拉结灌浆体A将衬砌壁与错车道填充层锚固拉结，解决了错车道空间和隧道洞体空间的衬砌壁同时通过钢筋混凝土整体浇筑热应力会影响隧道洞体空间的衬砌壁质量的问题。