CN205444456U - Precast concrete lotus root roof beam rebar positioning board - Google Patents
Precast concrete lotus root roof beam rebar positioning board Download PDFInfo
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- CN205444456U CN205444456U CN201620222683.XU CN201620222683U CN205444456U CN 205444456 U CN205444456 U CN 205444456U CN 201620222683 U CN201620222683 U CN 201620222683U CN 205444456 U CN205444456 U CN 205444456U
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- 235000006508 Nelumbo nucifera Nutrition 0.000 title claims abstract description 38
- 240000002853 Nelumbo nucifera Species 0.000 title claims abstract description 38
- 239000011178 precast concrete Substances 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 230000002787 reinforcement Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 4
- 238000006073 displacement reaction Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
本实用新型公开一种预制混凝土莲藕梁钢筋定位板，包括：钢板、两个三脚架、多个钢管、螺杆；所述钢板上焊接有多个钢管，每个钢管上设有螺杆；所述每个三角架由多个角钢焊接而成，每个三角架的直角边通过螺栓与钢板焊接；两个三角架之间通过横板固接。将所述钢板上的钢管与莲藕梁的钢筋对应套接，并用螺杆紧固。所述莲藕梁上贯穿设有多根钢筋。在预制莲藕梁生产时，使用莲藕梁钢筋定位板固定钢筋，确保钢筋位置准确，避免莲藕梁钢筋在振捣混凝土时产生位移，以及产生位移后为了保证断面、长度符合规范要求，再进行人工切割，从而提高施工效率。
The utility model discloses a prefabricated concrete lotus root beam steel bar positioning plate, which comprises: a steel plate, two tripods, a plurality of steel pipes and a screw rod; a plurality of steel pipes are welded on the steel plate, and a screw rod is arranged on each steel pipe; each The tripod is welded by a plurality of angle steels, and the right-angle side of each tripod is welded to the steel plate by bolts; the two tripods are fixed by a horizontal plate. Connect the steel pipe on the steel plate with the steel bar of the lotus root beam correspondingly, and fasten them with screws. A plurality of steel bars are run through the lotus root beam. During the production of prefabricated lotus root beams, use the lotus root beam steel bar positioning plate to fix the steel bars to ensure that the position of the steel bars is accurate, avoid the displacement of the lotus root beam steel bars when vibrating the concrete, and manually cut them after the displacement to ensure that the section and length meet the specification requirements , thereby improving construction efficiency.
Description
技术领域 technical field
本实用新型涉及装配式混凝土结构领域，具体为一种莲藕梁钢筋定位板。 The utility model relates to the field of assembled concrete structures, in particular to a lotus root beam steel bar positioning plate.
背景技术 Background technique
采用装配式混凝土框架结构时，如果将框架柱与框架梁的节点核心区设计为一体的预制构件，称之为莲藕梁，会提高施工现场的安装效率。以往预制构件厂生产莲藕梁时，很难保证混凝土浇筑时钢筋位置不发生变化，为了保证钢筋断面、长度误差符合规范要求，通常在莲藕梁混凝土拆模后，依据长度要求统一对梁钢筋切割，致使预制构件制作效率很低。为此，在钢筋绑扎完成后，用定位板把莲藕梁钢筋固定后，再浇筑混凝土，确保莲藕梁钢筋断面、长度统一，从而提高施工效率。 When a prefabricated concrete frame structure is adopted, if the joint core area of the frame column and the frame beam is designed as a prefabricated component, called the lotus root beam, the installation efficiency on the construction site will be improved. In the past, when prefabricated component factories produced lotus root beams, it was difficult to ensure that the position of the steel bars did not change during concrete pouring. In order to ensure that the cross section and length error of the steel bars met the specification requirements, usually after the lotus root beam concrete was demolished, the beam steel bars were uniformly cut according to the length requirements. As a result, the production efficiency of prefabricated components is very low. For this reason, after the steel bars are bound, the lotus root beams are fixed with positioning plates, and then concrete is poured to ensure that the lotus root beams have uniform cross-sections and lengths, thereby improving construction efficiency.
发明内容 Contents of the invention
本发明的目的在于提供一种预制混凝土莲藕梁钢筋定位板。 The object of the present invention is to provide a prefabricated concrete lotus root beam steel bar positioning plate.
本实用新型的技术方案： Technical scheme of the utility model:
一种预制混凝土莲藕梁钢筋定位板，包括：钢板、两个三角架、多个钢管、螺杆； A prefabricated concrete lotus root beam reinforcement positioning plate, including: steel plates, two tripods, multiple steel pipes, and screws;
所述钢板上焊接有多个钢管，每个钢管上设有螺杆； A plurality of steel pipes are welded on the steel plate, and each steel pipe is provided with a screw rod;
所述每个三角架由多个角钢焊接而成，每个三角架的直角边通过螺栓与钢板焊接；两个三角架之间通过横板固接。 Each of the tripods is welded by a plurality of angle steels, and the right-angle side of each tripod is welded to the steel plate through bolts; the two tripods are fixed through a horizontal plate.
将所述钢板上的钢管与莲藕梁的钢筋对应套接，并用螺杆紧固。 Connect the steel pipe on the steel plate with the steel bar of the lotus root beam correspondingly, and fasten them with screws.
所述莲藕梁上贯穿设有多根钢筋。 A plurality of steel bars are run through the lotus root beam.
本实用新型的效果是：在预制莲藕梁生产时，使用莲藕梁钢筋定位板固定钢筋，确保钢筋位置准确，避免莲藕梁钢筋在振捣混凝土时产生位移，以及产生位移后为了保证断面、长度符合规范要求，再进行人工切割，从而提高施工效率。 The effect of the utility model is: during the production of prefabricated lotus root beams, the lotus root beam steel bar positioning plate is used to fix the steel bars to ensure that the position of the steel bars is accurate, to avoid the displacement of the lotus root beam steel bars when vibrating concrete, and to ensure that the section and length meet the requirements after the displacement. Specification requirements, and then manual cutting, so as to improve construction efficiency.
附图说明 Description of drawings
图1是本实用新型实施例示意图。 Fig. 1 is the schematic diagram of the utility model embodiment.
具体实施方式 detailed description
下面结合说明书附图及附图标记对本实用新型进一步详细说明。 The utility model will be further described in detail below in conjunction with the accompanying drawings and reference signs of the description.
如图1所示，一种预制混凝土莲藕梁钢筋定位板，包括：钢板2、两个三角架3、多个钢管4、螺杆5； As shown in Figure 1, a kind of prefabricated concrete lotus root beam steel bar positioning plate, comprises: steel plate 2, two tripods 3, a plurality of steel pipes 4, screw rod 5;
所述钢板2上焊接有多个钢管4，每个钢管4上设有螺杆5； A plurality of steel pipes 4 are welded on the steel plate 2, and each steel pipe 4 is provided with a screw 5;
所述每个三角架3由多个角钢焊接而成，每个三角架3的直角边通过螺栓6与钢板2焊接；两个三角架3之间通过横板固接。 Each tripod 3 is welded by a plurality of angle steels, and the right-angle side of each tripod 3 is welded to the steel plate 2 through bolts 6; the two tripods 3 are fixed through a horizontal plate.
将所述钢板2上的钢管4与莲藕梁1的钢筋7对应套接，并用螺杆5紧固。 Correspondingly socket the steel pipe 4 on the steel plate 2 with the steel bar 7 of the lotus root beam 1, and fasten it with the screw rod 5.
所述莲藕梁1上贯穿设有多根钢筋7。 A plurality of steel bars 7 run through the lotus root beam 1 .
所述莲藕梁1上的钢筋7直径为5mm。 The steel bar 7 on the lotus root beam 1 has a diameter of 5 mm.
所述钢板2上的钢管4直径为大于钢筋7。 The diameter of the steel pipe 4 on the steel plate 2 is larger than that of the steel bar 7 .
所述钢板2上的钢管4外延长度为50mm-80mm。 The outer extension of the steel pipe 4 on the steel plate 2 is 50mm-80mm.
实施例 Example
在钢板2上开设有与莲藕梁1钢筋7对应的孔，在开孔处焊接钢管4，并在钢管4上设置可旋转螺杆5。采用角钢3焊接成稳定的三角架，使用螺栓6将钢板2与角钢3三角架栓接，并确保钢板2垂直。 A hole corresponding to the steel bar 7 of the lotus root beam 1 is opened on the steel plate 2, a steel pipe 4 is welded at the opening, and a rotatable screw rod 5 is arranged on the steel pipe 4. The angle steel 3 is welded into a stable tripod, and the bolt 6 is used to bolt the steel plate 2 to the angle steel 3 tripod, and ensure that the steel plate 2 is vertical.
将两个莲藕梁钢筋定位板对应设置后，钢板2的钢管4与莲藕梁1的钢筋7套接，调整莲藕梁钢筋，使其长度统一，并用螺杆5紧固。然后，浇筑莲藕梁混凝土。 After setting the two lotus root beam reinforcement positioning plates correspondingly, the steel pipe 4 of the steel plate 2 is socketed with the steel bar 7 of the lotus root beam 1, adjust the lotus root beam reinforcement to make the length uniform, and fasten with the screw rod 5. Then, pour the lotus root beam concrete.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201620222683.XU CN205444456U (en) | 2016-03-22 | 2016-03-22 | Precast concrete lotus root roof beam rebar positioning board |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620222683.XU CN205444456U (en) | 2016-03-22 | 2016-03-22 | Precast concrete lotus root roof beam rebar positioning board |
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| CN205444456U true CN205444456U (en) | 2016-08-10 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107829514A (en) * | 2017-10-18 | 2018-03-23 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN107916736A (en) * | 2017-10-18 | 2018-04-17 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN107916721A (en) * | 2017-10-18 | 2018-04-17 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN108018974A (en) * | 2017-10-18 | 2018-05-11 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
-
2016
- 2016-03-22 CN CN201620222683.XU patent/CN205444456U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107829514A (en) * | 2017-10-18 | 2018-03-23 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN107916736A (en) * | 2017-10-18 | 2018-04-17 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN107916721A (en) * | 2017-10-18 | 2018-04-17 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
| CN108018974A (en) * | 2017-10-18 | 2018-05-11 | 四川动和工程咨询有限公司 | A kind of lotus rhizome beam element being connected with precast floor slab and three-dimensional beam-column unit |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 Termination date: 20190322 |