steel bar splicing method
A construction method and reinforcement technology, which is applied in the field of reinforcement connection construction method for foundation slab construction, can solve the problems of increased construction period, time-consuming and difficult, affecting the overall construction efficiency, etc., and achieves the improvement of alignment accuracy and construction efficiency. Effect
Active Publication Date: 2018-09-28
RUNHORN PRETECH ENG CO LTD
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Problems solved by technology
It is also time-consuming and difficult for supervisors to find these errors
To confirm one by one, it will inevitably affect the efficiency of the overall construction, resulting in an increase in the required construction period
Method used
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Embodiment Construction
[0051] The invention provides a steel bar splicing method, which is used in the side panel structure during the steel bar erection process, so that the alignment accuracy of the steel bars is improved. The method for connecting steel bars can be applied, for example, to the construction of foundation slabs, but is not limited thereto.
[0052] Figure 1 to Figure 11 It is a schematic diagram of the steel bar splicing method of the present invention. Please refer to figure 1 The schematic diagram of erecting the lower reinforcement 100 and the upper reinforcement 200 is shown. Such as figure 1 As shown, first erect the lower rib 100 on the selected setting surface. The lower ribs 100 include a plurality of first lower ribs 110 and a plurality of second lower ribs 120 interlaced with each other. The first lower ribs 110 extend along the first direction a, and are juxtaposed at intervals along the second direction b intersecting the first direction a. The second lower rib...
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The present invention provides a reinforcing steel bar connecting method comprising the steps of: lower layer ribs are erected on a set surface and comprise a plurality of first lower ribs and a plurality of second lower ribs staggered with each other, and the second lower ribs are spaced apart in the first direction,and the first lower ribs are arranged in parallel with the second direction staggered in the first direction; upper layer ribes are erected, the upper layer ribs are provided with a plurality of first upper layer ribes and a plurality of second upper layers being staggered with each other and are arranged side by side at an interval respectively along the second direction and the first direction , the first upper layer ribs protrude beyond the end parts of the first lower layer ribs; the side plate is erected, an outer side face of the side plate is provided with a plurality of perforations, and the end parts of the first lower layer ribs are accommodated in the perforations.
Description
technical field [0001] The invention relates to a method of splicing steel bars; in particular, the invention relates to a method of splicing steel bars for foundation plate construction. Background technique [0002] In the process of building construction, the connection between structures is one of the key factors affecting the overall structural strength. Therefore, before the grouting operation, it is necessary to confirm in detail whether the number of reinforcements, binding methods and other matters meet the specifications. In addition, reinforcement measures such as openings or corners also need to be confirmed. [0003] In terms of the construction method of completing the structure in sections, after the grouting of part of the structure is completed, the structural construction of the continuous part often has a situation where the steel bars are not properly connected due to the excessive number of joints of the steel bars. It is also time-consuming and diffic...
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IPC IPC(8): E04C5/16E04G21/12
Inventor 尹衍樑
Owner RUNHORN PRETECH ENG CO LTD