Formwork frame for cast-in-place concrete without scaffolding
A technology without scaffolding and concrete, which is applied in the field of formwork frame, which can solve the problems of large formwork transfer workload, many dangerous points of formwork frame, and heavy workload of formwork frame erection, so as to achieve small erection and dismantling workload and few connection points , the effect of simple structure
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Embodiment 1
[0028] Such as figure 1 As shown, the formwork frame of cast-in-place concrete without scaffolding can be realized, including two main beams 1 and a plurality of horizontal support rods 8 and a plurality of secondary beams 9 arranged between the two main beams 1. Both support bars 2 are provided, and the two support bars 2 are used to provide support for different ends of the horizontal support bar 8 and the secondary beam 9;
[0029] The different ends of the horizontal support bar 8 are all bolted to different support bars 2 through different connecting bolts 7;
[0030] Different ends of the secondary beam 9 rest on different support bars 2 , and the secondary beam 9 is a material that can be screwed in and / or driven into the fastening nail 10 .
[0031] Specifically, this formwork frame is especially suitable for the steel structure frame erected by H-shaped steel 3 whose web is in the vertical direction, that is, the main girder provided by the basic plan is respectively f...
Embodiment 2
[0035] Such as figure 1 As shown, the present embodiment is further limited on the basis of Embodiment 1: in order to make each horizontal support bar 8 all play a good role in supporting the template 6, and each secondary beam 9 all play a good role in fixing the template 6, the horizontal support The rods 8 and the secondary beams 9 are arranged along the length direction of the support bar 2 , and the horizontal support rods 8 and the secondary beams 9 are evenly spaced. According to the specific application, such as the specific weight of cast-in-place concrete, one or more secondary beams 9 and two adjacent secondary beams 9 can be arranged between two adjacent horizontal support rods 8 according to the specific application. The form of a plurality of horizontal support rods 8 is set between.
[0036] In order to facilitate the positioning of the main beam 1 in the lengthwise direction of the H-shaped steel 3 , gaps 5 are provided on the upper and lower sides of both end...
Embodiment 3
[0043] Such as figure 1 As shown, this embodiment is further limited on the basis of any one of the technical solutions provided by any one of the above embodiments: as a form of realization of the secondary beam 9 that is convenient for ordinary iron nails or screws to be embedded, the material of the secondary beam 9 is timber. The secondary beam 9 made of wood is not only easy to insert the fastening nails 10, but also has high connection strength between the fastening nails 10 and the secondary beam 9, and meanwhile, the secondary beam 9 in this form can be recycled many times.
[0044] In order to enable the formwork 6 to be installed on the formwork frame evenly, and at the same time enable the secondary beam 9 to exert a certain bearing capacity, the upper surfaces of the horizontal support rod 8 and the secondary beam 9 are all located on the same plane.
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