CN207597418U - A kind of shaped steel pedestal for the beam prefabricated constructions of T - Google Patents
A kind of shaped steel pedestal for the beam prefabricated constructions of T Download PDFInfo
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Abstract
本实用新型涉及一种用于T梁预制施工的型钢台座,包括混凝土基础,所述混凝土基础两端设有扩大基础,所述混凝土基础内,沿台座纵向预埋两列竖向的锚筋,沿两列锚筋的外侧,分别焊接一根预埋角钢,所述预埋角钢的顶面与混凝土基础顶面齐平;沿台座横向,每隔一定间距设置一根工字钢,所述工字钢底面与所述预埋角钢顶面焊接;沿台座纵向,在工字钢的顶面设置两槽钢分配梁,所述槽钢分配梁与工字钢之间焊接;在槽钢分配梁的顶部焊接有顶板,所述顶板的宽度与预制T梁的马蹄宽度相等。
The utility model relates to a shaped steel pedestal for T-beam prefabricated construction, which comprises a concrete foundation, and two ends of the concrete foundation are provided with enlarged foundations, and in the concrete foundation, two columns of vertical anchor bars are pre-buried along the longitudinal direction of the pedestal. A pre-embedded angle steel is respectively welded along the outer sides of the two rows of anchor bars, and the top surface of the pre-embedded angle steel is flush with the top surface of the concrete foundation; The bottom surface of the beam is welded to the top surface of the pre-embedded angle steel; along the longitudinal direction of the pedestal, two channel steel distribution beams are arranged on the top surface of the I-beam, and the channel steel distribution beam and the I-beam are welded; The top plate is welded with a top plate whose width is equal to the horseshoe width of the prefabricated T-beam.
Description
技术领域technical field
本实用新型涉及桥梁预制T梁施工领域,具体涉及一种用于T梁预制施工的预制台座。The utility model relates to the field of bridge prefabricated T-beam construction, in particular to a prefabricated pedestal for T-beam prefabricated construction.
背景技术Background technique
T型梁由于自重轻、抗弯强度大、跨越能力强,还可以节约混凝土等优点,得到广泛应用。T梁通常是在梁场预制,在梁场设置有多个预制台座,T梁预制施工时,在台座上安装T梁模板,浇筑混凝土。预制台座的结构通常包括混凝土基础,混凝土基础两端设有扩大基础,混凝土基础顶面一般与地面齐平,在混凝土基础上设置台座上部结构。目前的预制台座,在混凝土基础以上部分多数仍然采用混凝土结构,施工完成后,梁场恢复时要将地面整平,需要将混凝土台座地上部分破除,转场后又要重新浇筑,无法重复使用,既浪费资源,破坏环境,又影响施工效率。T-beams are widely used because of their light weight, high bending strength, strong spanning ability, and saving concrete. T-beams are usually prefabricated in a beam yard, where a plurality of prefabricated pedestals are arranged. During T-beam prefabrication construction, a T-beam formwork is installed on the pedestals, and concrete is poured. The structure of the prefabricated pedestal usually includes a concrete foundation. The two ends of the concrete foundation are provided with enlarged foundations. The top surface of the concrete foundation is generally flush with the ground, and the superstructure of the pedestal is arranged on the concrete foundation. Most of the current prefabricated pedestals still use concrete structures above the concrete foundation. After the construction is completed, the ground must be leveled when the beam field is restored, and the above-ground part of the concrete pedestal needs to be removed. It wastes resources, damages the environment, and affects construction efficiency.
发明内容Contents of the invention
本实用新型的目的在于针对目前混凝土台座的上述缺陷,提出一种结构简单、搭设方便、成本低廉的型钢台座,可以实现重复使用,以降低施工成本,提高施工效率。The purpose of the utility model is to solve the above-mentioned defects of the current concrete pedestal, and propose a steel pedestal with simple structure, convenient erection and low cost, which can be reused to reduce construction cost and improve construction efficiency.
本实用新型的技术方案如下:The technical scheme of the utility model is as follows:
一种用于T梁预制施工的型钢台座,包括混凝土基础,所述混凝土基础两端设有扩大基础,其特征在于:所述混凝土基础内,沿台座纵向预埋两列竖向的锚筋,沿两列锚筋的外侧,分别焊接一根预埋角钢,所述预埋角钢的顶面与混凝土基础顶面齐平;沿台座横向,每隔一定间距设置一根工字钢,所述工字钢底面与所述预埋角钢顶面焊接;沿台座纵向,在工字钢的顶面设置两槽钢分配梁,所述槽钢分配梁与工字钢之间焊接;在槽钢分配梁的顶部焊接有顶板,所述顶板的宽度与预制T梁的马蹄宽度相等。A shaped steel pedestal for T-beam prefabricated construction, comprising a concrete foundation, the two ends of the concrete foundation are provided with enlarged foundations, and it is characterized in that: in the concrete foundation, two rows of vertical anchor bars are pre-buried along the longitudinal direction of the pedestal, A pre-embedded angle steel is respectively welded along the outer sides of the two rows of anchor bars, and the top surface of the pre-embedded angle steel is flush with the top surface of the concrete foundation; The bottom surface of the beam is welded to the top surface of the pre-embedded angle steel; along the longitudinal direction of the pedestal, two channel steel distribution beams are arranged on the top surface of the I-beam, and the channel steel distribution beam and the I-beam are welded; The top plate is welded with a top plate whose width is equal to the horseshoe width of the prefabricated T-beam.
本实用新型除台座基础部分外,其余结构主要采用型钢制作,结构简单、搭设方便、成本低廉,转场时可拆除重复利用,减少了资源浪费和环境污染;本实用新型顶板还可作为预制T梁的模板底板,可减小T梁预制时模板的投入和消耗,降低了成本,提高了施工效率。In addition to the base part of the utility model, the rest of the structure is mainly made of section steel, which is simple in structure, convenient to set up, and low in cost. The formwork bottom plate of the beam can reduce the investment and consumption of the formwork during the prefabrication of the T-beam, reduce the cost and improve the construction efficiency.
附图说明Description of drawings
图1是本实用新型的俯视结构示意图;Fig. 1 is the top view structural representation of the utility model;
图2是本实用新型的纵向剖视侧视图;Fig. 2 is a longitudinal sectional side view of the utility model;
图3是本实用新型两端位于扩大基础处的横向剖视图;Fig. 3 is the lateral sectional view of the two ends of the utility model located at the expanded foundation;
图4是本实用新型中部的横向剖视图。Fig. 4 is a transverse sectional view of the middle part of the utility model.
具体实施方式Detailed ways
如图1所示,本实用新型包括混凝土基础1,所述混凝土基础两端设有扩大基础2。As shown in Figure 1, the utility model includes a concrete foundation 1, and two ends of the concrete foundation are provided with enlarged foundations 2.
如图2、图3、图4所示,所述混凝土基础1内,沿台座纵向预埋两列竖向的锚筋3,沿两列锚筋3的外侧,分别焊接一根预埋角钢4,所述预埋角钢4的顶面与混凝土基础1顶面齐平;沿台座横向,每隔一定间距设置一根工字钢5,所述工字钢5底面与所述预埋角钢4顶面焊接;沿台座纵向,在工字钢的顶面设置两槽钢分配梁6,所述槽钢分配梁与工字钢5之间焊接;所述槽钢分配梁6的顶部焊接有顶板7,所述顶板7的宽度与预制T梁的马蹄宽度相等。As shown in Fig. 2, Fig. 3 and Fig. 4, in the concrete foundation 1, two rows of vertical anchor bars 3 are pre-embedded along the longitudinal direction of the pedestal, and a pre-embedded angle steel 4 is welded respectively along the outer sides of the two rows of anchor bars 3 , the top surface of the embedded angle steel 4 is flush with the top surface of the concrete foundation 1; along the transverse direction of the pedestal, an I-beam 5 is arranged at a certain interval, and the bottom surface of the I-beam 5 and the top surface of the embedded angle steel 4 Surface welding; along the longitudinal direction of the pedestal, two channel steel distribution beams 6 are arranged on the top surface of the I-beam, and the channel steel distribution beam and the I-beam 5 are welded; the top of the channel steel distribution beam 6 is welded with a top plate 7 , the width of the top plate 7 is equal to the horseshoe width of the prefabricated T-beam.
本实用新型具体实施时,台座混凝土基础1采用C30钢筋混凝土结构,基础顶设置反拱,浇筑前须精确控制预埋角钢4与混凝土基础顶面的线形、高度,并将预埋角钢4固定牢靠,混凝土基础顶与场地顶面持平,防止接缝积水、渗水。When the utility model is actually implemented, the pedestal concrete foundation 1 adopts a C30 reinforced concrete structure, and the top of the foundation is provided with a reverse arch. Before pouring, the line shape and height of the pre-embedded angle steel 4 and the top surface of the concrete foundation must be accurately controlled, and the pre-embedded angle steel 4 must be fixed firmly. , The top of the concrete foundation is even with the top surface of the site to prevent water accumulation and seepage at the joints.
所述工字钢5采用25b工字钢。由于T梁预制时,台座两端受力较大,在设置工字钢5时,在台座两端扩大基础处每隔0.3m设置一根,且相邻工字钢5间焊接钢筋斜撑8;在台座中部每隔0.8m设置一根工字钢5。The I-beam 5 is 25b I-beam. Since the two ends of the pedestal are subjected to a large force during the prefabrication of the T-beam, when installing the I-beam 5, set up one every 0.3m at the expanded foundation at both ends of the pedestal, and weld the diagonal bracing 8 between the adjacent I-beam 5 ; An I-beam 5 is set every 0.8m in the middle of the pedestal.
槽钢分配梁采用10#槽钢。为便于预制T梁吊装,设置槽钢分配梁时,两槽钢分配梁的外侧由工字钢的两端向内缩进3cm。焊接槽钢分配梁时,根据混凝土基础预设的反拱度,将槽钢分配梁的顶面向内倾斜。可通过在槽钢分配梁外侧下垫钢筋实现适当的倾斜角度。Channel steel distribution beam adopts 10# channel steel. In order to facilitate the hoisting of prefabricated T-beams, when channel steel distribution beams are set, the outer sides of the two channel steel distribution beams are indented by 3cm from the two ends of the I-beam. When welding the channel steel distribution beam, the top surface of the channel steel distribution beam is inclined inward according to the preset inverse camber of the concrete foundation. Appropriate inclination angle can be achieved by laying steel bars on the outside of the channel steel distribution beam.
沿台座纵向,在两槽钢分配梁6的外侧,分别焊接一列辅助角钢9,所述辅助角钢9采用5#角钢,其顶角距离槽钢分配梁6顶面2.5cm,辅助角钢9的一个边与槽钢分配梁6外侧焊接,另一边与顶板之间的空隙,用厚度2.5cm、宽5.1cm的硬质泡沫板10填充。Along the longitudinal direction of the pedestal, on the outside of the two channel steel distribution beams 6, a row of auxiliary angle steels 9 are welded respectively. The side is welded with the channel steel distribution beam 6 outsides, and the space between the other side and the top plate is filled with a rigid foam board 10 with a thickness of 2.5cm and a width of 5.1cm.
为保证槽钢分配梁的结构稳定,沿台座横向,在两槽钢分配梁之间,通过多道加强横梁11焊接,所述加强横梁11采用10#槽钢,在台座两端扩大基础处每隔0.5m设置一道,在台座中部每隔1m设置一道。In order to ensure the structural stability of the channel steel distribution beam, along the transverse direction of the pedestal, between the two channel steel distribution beams, multiple reinforcement beams 11 are welded. The reinforcement beams 11 are made of 10# channel steel, and each Set one at intervals of 0.5m, and one at intervals of 1m in the middle of the pedestal.
顶板7采用厚6mm的钢板,焊接顶板时,底部须打磨平顺再焊接,与槽钢分配梁焊接时应间隔20cm采用短焊缝,防止钢板热形变。顶板7在T梁预制时,可作为预制T梁的模板底板。The top plate 7 adopts a steel plate with a thickness of 6 mm. When welding the top plate, the bottom must be polished and smooth before welding. When welding with the channel steel distribution beam, short welds should be used at intervals of 20 cm to prevent thermal deformation of the steel plate. The top plate 7 can be used as the formwork bottom plate of the prefabricated T beam when the T beam is prefabricated.
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| CN201721678486.XU CN207597418U (en) | 2017-12-05 | 2017-12-05 | A kind of shaped steel pedestal for the beam prefabricated constructions of T |
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| CN201721678486.XU CN207597418U (en) | 2017-12-05 | 2017-12-05 | A kind of shaped steel pedestal for the beam prefabricated constructions of T |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109397486A (en) * | 2018-11-14 | 2019-03-01 | 中交公局桥隧工程有限公司 | A kind of mobile spigot-and-socket fashioned iron pedestal structure |
| CN111633806A (en) * | 2020-04-26 | 2020-09-08 | 中交第二航务工程局有限公司 | Integral installation positioning pedestal for prefabricated T-shaped beam web steel reinforcement framework and construction method |
| CN112854291A (en) * | 2021-02-26 | 2021-05-28 | 同济大学建筑设计研究院(集团)有限公司 | Distribution beam type anti-pulling foundation |
| CN113510839A (en) * | 2021-07-27 | 2021-10-19 | 中国建筑一局(集团)有限公司 | Beam prefabricating method with variable length |
| CN115091607A (en) * | 2022-07-14 | 2022-09-23 | 华能铜川照金煤电有限公司 | Construction method for accurately positioning pre-camber of precast beam pedestal |
-
2017
- 2017-12-05 CN CN201721678486.XU patent/CN207597418U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109397486A (en) * | 2018-11-14 | 2019-03-01 | 中交公局桥隧工程有限公司 | A kind of mobile spigot-and-socket fashioned iron pedestal structure |
| CN111633806A (en) * | 2020-04-26 | 2020-09-08 | 中交第二航务工程局有限公司 | Integral installation positioning pedestal for prefabricated T-shaped beam web steel reinforcement framework and construction method |
| CN112854291A (en) * | 2021-02-26 | 2021-05-28 | 同济大学建筑设计研究院(集团)有限公司 | Distribution beam type anti-pulling foundation |
| CN113510839A (en) * | 2021-07-27 | 2021-10-19 | 中国建筑一局(集团)有限公司 | Beam prefabricating method with variable length |
| CN115091607A (en) * | 2022-07-14 | 2022-09-23 | 华能铜川照金煤电有限公司 | Construction method for accurately positioning pre-camber of precast beam pedestal |
| CN115091607B (en) * | 2022-07-14 | 2024-01-16 | 华能铜川照金煤电有限公司 | Construction method for accurately positioning pre-camber of precast beam pedestal |
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Granted publication date: 20180710 |