CN206034753U - Light -duty lintel of precast reinforced concrete - Google Patents
Light -duty lintel of precast reinforced concrete Download PDFInfo
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- CN206034753U CN206034753U CN201621047099.1U CN201621047099U CN206034753U CN 206034753 U CN206034753 U CN 206034753U CN 201621047099 U CN201621047099 U CN 201621047099U CN 206034753 U CN206034753 U CN 206034753U
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Abstract
本实用新型公开了一种预制钢筋混凝土轻型过梁,包括肋梁、“U”形成品钢丝网片,受力钢筋,两侧肋梁形成“U”形双肋梁截面,过梁内设有“U”形成品钢丝网片。所述肋梁内侧倾斜,局部倒圆角。该过梁采用“U”形双肋梁截面,工厂化生产,质量稳定,施工安装方便,构件表面强度高,耐久性好,可重复利用。
The utility model discloses a prefabricated reinforced concrete light-duty lintel, which comprises rib beams, "U" formed steel wire mesh pieces, stressed steel bars, rib beams on both sides form a "U"-shaped double-rib beam section, and the lintel is equipped with "U" forms a steel wire mesh sheet. The inner sides of the rib beams are inclined, and the corners are partially rounded. The lintel adopts a "U"-shaped double-rib beam section, factory production, stable quality, convenient construction and installation, high component surface strength, good durability, and can be reused.
Description
技术领域 本实用新型涉及混凝土建筑轻型工业化制品,具体涉及一种预制钢筋混凝土轻型过梁。Technical Field The utility model relates to light industrialized concrete building products, in particular to a prefabricated reinforced concrete light lintel.
背景技术 现有过梁采用实心矩形钢筋混凝土截面,混凝土用量多、过梁重量大、搬运安装困难;施工现场制作、养护需要占用较大的施工场地;当过梁遇到现浇构件后需改为现浇形式,施工工艺复杂。Background Art The existing lintel adopts a solid rectangular reinforced concrete section, which requires a lot of concrete, heavy lintel weight, and difficult transportation and installation; construction site fabrication and maintenance need to occupy a large construction site; when the lintel encounters cast-in-place components, it needs to be modified It is a cast-in-place form, and the construction process is complicated.
发明内容 本实用新型提供了一种预制钢筋混凝土轻型过梁,该过梁采用“U”形双肋梁截面,工厂化生产,质量稳定,施工安装方便,构件表面强度高,耐久性好,可重复利用。SUMMARY OF THE INVENTION The utility model provides a prefabricated reinforced concrete light-duty lintel. The lintel adopts a "U"-shaped double-rib beam cross-section, factory-produced, stable in quality, convenient in construction and installation, with high component surface strength and good durability. reuse.
本实用新型的技术方案如下:The technical scheme of the utility model is as follows:
一种预制钢筋混凝土轻型过梁,包括肋梁、“U”形成品钢丝网片,受力钢筋,两侧肋梁形成“U”形双肋梁截面,过梁内设有“U”形成品钢丝网片。A prefabricated reinforced concrete light-weight lintel, including rib beams, "U" forming product steel wire mesh sheets, stressed steel bars, rib beams on both sides form a "U"-shaped double rib beam section, and "U" forming products are arranged in the lintel Steel mesh.
进一步,所述肋梁内侧倾斜,局部倒圆角。Further, the inner side of the rib beam is inclined, and the corners are partially rounded.
进一步,所述肋梁倾斜角度为5-20°,倒圆角半径为3-20mm。Further, the inclination angle of the rib beam is 5-20°, and the rounding radius is 3-20mm.
进一步,所述过梁采用高强混凝土、高强钢筋制成。Further, the lintel is made of high-strength concrete and high-strength steel bars.
进一步,预制钢筋混凝土轻型过梁通过配套的连接件与现浇构件相连接。Further, the prefabricated reinforced concrete light lintel is connected with the cast-in-place components through matching connectors.
本实用新型的优点在于:1、现有过梁采用实心矩形钢筋混凝土截面,本实用新型采用“U”形双肋梁截面形式有效减少混凝土用量;2、填充墙内过梁安装时,主体结构均已施工完成,无法使用大型吊装设备进行吊装,现有过梁重量大,施工搬运、安装困难,本实用新型采用“U”形双肋梁截面及组合截面的方式减轻了过梁的重量;3、现有过梁当洞口一侧或两侧为现浇构件时需改为与现浇构件一同现浇施工或后植筋浇筑施工,本专利预制轻型过梁可通过配套的连接件与现浇构件相连接;4、本实用新型采用“U”形双肋梁截面形式,与现有过梁相比,在混凝土用量更少的同时可得到更大的构件刚度和承载能力;5、本实用新型采用高强混凝土、高强钢筋,降低材料用量,提高了过梁的强度和耐久性;6、现有过梁内配置环形箍筋,需进行箍筋的加工和帮扎,本实用新型采用“U”形成品钢丝网片,施工便捷,减少人工用量且质量稳定;7、本实用新型可工厂化生产,构件尺寸及钢筋定位精准,保证质量;8、本专利“U”形肋梁内侧倾斜,局部倒圆角,解决模具脱模问题;9、工厂化生产运至现场安装,施工现场仅需留置堆放空间,节省大量的施工场地,对一些用地紧张的工程其意义更为显著;10、本实用新型强度高、耐久性好,当墙体拆除后仍可保证其外观形状及承载性能完整,可重复利用;11、本实用新型比现有过梁材料用量降低40%以上,节能环保;12、本实用新型比现有过梁重量降低40%以上,方便施工;13、本实用新型比现有过梁综合造价降低20%以上,节省投资。The utility model has the advantages of: 1. The existing lintel adopts a solid rectangular reinforced concrete section, and the utility model adopts a "U"-shaped double-rib beam section form to effectively reduce the amount of concrete; 2. When the lintel in the filling wall is installed, the main structure The construction has been completed, and it is impossible to use large-scale hoisting equipment for hoisting. The existing lintel is heavy, and it is difficult to carry and install during construction. The utility model adopts the "U"-shaped double-rib beam section and the combined section to reduce the weight of the lintel; 3. When the existing lintel is cast-in-place components on one side or both sides of the opening, it needs to be changed to cast-in-situ construction together with the cast-in-place components or post-planting reinforcement pouring construction. The prefabricated light lintel of this patent can be connected with the existing 4. The utility model adopts the cross-section form of "U" double-rib beam. Compared with the existing lintel, it can obtain greater member rigidity and bearing capacity while using less concrete; 5. This utility model The utility model adopts high-strength concrete and high-strength steel bars to reduce the amount of materials and improve the strength and durability of the lintel; 6. The existing lintel is equipped with ring-shaped stirrups, which need to be processed and tied. The utility model adopts " U" formed steel wire mesh sheet, convenient construction, reduced labor consumption and stable quality; 7. The utility model can be produced in a factory, and the component size and steel bar positioning are accurate, ensuring quality; 8. The inner side of the "U" shaped rib beam of this patent is inclined , partial rounding, to solve the problem of mold demoulding; 9. The factory production is transported to the site for installation, and the construction site only needs to leave a stacking space, saving a lot of construction sites, which is more significant for some projects with tight land use; 10. The utility model has high strength and good durability. After the wall is dismantled, its appearance shape and load-bearing performance can still be guaranteed to be complete, and can be reused; 11. The utility model reduces the amount of lintel materials by more than 40% compared with the existing lintel material, and is energy-saving and environmentally friendly; 12. Compared with the existing lintel, the weight of the utility model is reduced by more than 40%, which is convenient for construction; 13. Compared with the existing lintel, the comprehensive cost of the utility model is reduced by more than 20%, which saves investment.
附图说明 图1为现有过梁结构示意图;BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a schematic diagram of the existing lintel structure;
图2为现有过梁结构示意图;Fig. 2 is the structural schematic diagram of existing lintel;
图3为本实用新型截面示意图;Fig. 3 is a schematic cross-sectional view of the utility model;
图4为本实用新型安装剖面示意图;Fig. 4 is the schematic diagram of installation section of the utility model;
图5为本实用新型组合安装剖面示意图;Fig. 5 is a schematic cross-sectional view of the combined installation of the utility model;
图6为洞口两侧为后砌墙体时过梁安装示意图;Figure 6 is a schematic diagram of the installation of the lintel when both sides of the hole are rear walls;
图7为洞口一侧为现浇构件时过梁安装示意图;Figure 7 is a schematic diagram of the installation of the lintel when the side of the hole is a cast-in-place component;
图8为洞口两侧为现浇构件时过梁安装示意图;Figure 8 is a schematic diagram of the installation of the lintel when both sides of the hole are cast-in-place components;
图9为过梁与现浇构件连接示意图;Figure 9 is a schematic diagram of the connection between the lintel and the cast-in-place component;
1、肋梁;2、“U”形成品钢丝网片;3、受力钢筋;4、倒圆角;5、砌筑砂浆;6、抹面砂浆;7、过梁上砌体;8、预制钢筋混凝土轻型过梁;9、后砌墙体;10、洞口;11、连接件;12、现浇构件;13、后植连接螺栓。1. Rib beams; 2. "U" formed steel wire mesh; 3. Stressed steel bars; 4. Rounded corners; 5. Masonry mortar; 6. Plastering mortar; Reinforced concrete light-duty lintel; 9. Post-built wall; 10. Opening; 11. Connector; 12. Cast-in-place component; 13. Post-planted connecting bolts.
具体实施方式 一种预制钢筋混凝土轻型过梁,包括肋梁1、“U”形成品钢丝网片2,受力钢筋3,两侧肋梁形成“U”形双肋梁截面,过梁内设有“U”形成品钢丝网片2,所述肋梁1倾斜角度为5-20°,倒圆角4半径为3-20mm,过梁采用高强混凝土、高强钢筋制成。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A prefabricated reinforced concrete light-duty lintel, comprising a rib beam 1, a "U" formed steel wire mesh sheet 2, and a stressed steel bar 3. The rib beams on both sides form a "U"-shaped double-rib beam section, and There are "U" formed steel wire mesh sheets 2, the inclination angle of the rib beam 1 is 5-20°, the radius of the rounded corner 4 is 3-20mm, and the lintel is made of high-strength concrete and high-strength steel bars.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621047099.1U CN206034753U (en) | 2016-09-09 | 2016-09-09 | Light -duty lintel of precast reinforced concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621047099.1U CN206034753U (en) | 2016-09-09 | 2016-09-09 | Light -duty lintel of precast reinforced concrete |
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| Publication Number | Publication Date |
|---|---|
| CN206034753U true CN206034753U (en) | 2017-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621047099.1U Expired - Fee Related CN206034753U (en) | 2016-09-09 | 2016-09-09 | Light -duty lintel of precast reinforced concrete |
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| CN (1) | CN206034753U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165336A (en) * | 2017-04-26 | 2017-09-15 | 北京工业大学 | A kind of combination beam and its manufacture method |
| CN113898122A (en) * | 2021-10-19 | 2022-01-07 | 北京建筑大学 | Prefabricated thin-shell beam with diaphragm plate, laminated beam and building structure |
-
2016
- 2016-09-09 CN CN201621047099.1U patent/CN206034753U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165336A (en) * | 2017-04-26 | 2017-09-15 | 北京工业大学 | A kind of combination beam and its manufacture method |
| CN113898122A (en) * | 2021-10-19 | 2022-01-07 | 北京建筑大学 | Prefabricated thin-shell beam with diaphragm plate, laminated beam and building structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170322 |