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Shear nail push-out component construction method of slotted post-cast composite beam
The invention discloses a construction method for a shear nail push-out member of a slotted post-cast composite beam, and the shear nail push-out member comprises a push-out model member which comprises the following components: a precast concrete slab, a concrete slab built-in steel bar, a shear nail connecting piece and post-cast notch area cast-in-place concrete. According to the shear nail push-out member construction method of the slotted post-cast composite beam, corresponding sensors required by a test are pre-buried when a precast concrete slab is manufactured, and a shear nail shear resistance test is performed in a post-cast area, so that compared with an integral cast-in-place push-out model member, the shear nail push-out member construction method has the advantages that the construction efficiency is improved; the interface mechanical property obtained by the test is more in line with the actual situation, and the design of the traditional push-out component is improved and optimized, so that the experimental result has higher engineering application value.
本申请公开了一种开槽后浇式组合梁的剪力钉推出构件施工方法,包括推出模型构件,所述推出模型构件包括以下组件:预制混凝土板、混凝土板内置钢筋、剪力钉连接件、后浇槽口区域现浇混凝土。本申请提供的一种开槽后浇式组合梁的剪力钉推出构件施工方法,通过在制作预制混凝土板时预埋试验需要的相应传感器,在后浇区域进行剪力钉抗剪性能试验,相比整体现浇式推出模型构件,本申请试验获取的界面力学性能更加符合实际情况,本申请对传统推出构件设计进行了改进和优化,使得实验结果更具有工程应用价值。
Shear nail push-out component construction method of slotted post-cast composite beam
The invention discloses a construction method for a shear nail push-out member of a slotted post-cast composite beam, and the shear nail push-out member comprises a push-out model member which comprises the following components: a precast concrete slab, a concrete slab built-in steel bar, a shear nail connecting piece and post-cast notch area cast-in-place concrete. According to the shear nail push-out member construction method of the slotted post-cast composite beam, corresponding sensors required by a test are pre-buried when a precast concrete slab is manufactured, and a shear nail shear resistance test is performed in a post-cast area, so that compared with an integral cast-in-place push-out model member, the shear nail push-out member construction method has the advantages that the construction efficiency is improved; the interface mechanical property obtained by the test is more in line with the actual situation, and the design of the traditional push-out component is improved and optimized, so that the experimental result has higher engineering application value.
本申请公开了一种开槽后浇式组合梁的剪力钉推出构件施工方法,包括推出模型构件,所述推出模型构件包括以下组件:预制混凝土板、混凝土板内置钢筋、剪力钉连接件、后浇槽口区域现浇混凝土。本申请提供的一种开槽后浇式组合梁的剪力钉推出构件施工方法,通过在制作预制混凝土板时预埋试验需要的相应传感器,在后浇区域进行剪力钉抗剪性能试验,相比整体现浇式推出模型构件,本申请试验获取的界面力学性能更加符合实际情况,本申请对传统推出构件设计进行了改进和优化,使得实验结果更具有工程应用价值。
Shear nail push-out component construction method of slotted post-cast composite beam
一种开槽后浇式组合梁的剪力钉推出构件施工方法
YANG KANG (author) / ZHANG WENBIN (author) / HAO DIDI (author) / LI CHUANYOU (author) / MA YUNDONG (author) / WANG ZHIHAO (author) / LEE JIN (author) / HU ZHAOYUAN (author) / FAN GUANGZHI (author) / HIROMINE (author)
2024-10-25
Patent
Electronic Resource
Chinese
IPC:
G01N
Untersuchen oder Analysieren von Stoffen durch Bestimmen ihrer chemischen oder physikalischen Eigenschaften
,
INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
/
E01D
BRIDGES
,
Brücken
/
G09B
Unterrichts- oder Vorführungsgeräte
,
EDUCATIONAL OR DEMONSTRATION APPLIANCES
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