CN210857740U - A new type of steel composite beam support structure - Google Patents

A new type of steel composite beam support structure Download PDF

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Publication number
CN210857740U
CN210857740U CN201921190388.0U CN201921190388U CN210857740U CN 210857740 U CN210857740 U CN 210857740U CN 201921190388 U CN201921190388 U CN 201921190388U CN 210857740 U CN210857740 U CN 210857740U
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beam plate
plate
threaded shaft
concrete composite
support structure
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CN201921190388.0U
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杨帅
李春盛
郭政
于以民
张若瑜
闫晖
张瑶
田培杰
王世鹏
刘志超
李潮
马海亮
陈泰江
李少辉
郭青华
郑志伟
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First Engineering Co Ltd of CCCC Third Highway Engineering Co Ltd
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First Engineering Co Ltd of CCCC Third Highway Engineering Co Ltd
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Abstract

The utility model discloses a novel steel and concrete composite beam supporting structure, including first beam slab, a side fixed mounting of first beam slab has spacing slide pipe, the inside sliding connection of spacing slide pipe has the traveller, the traveller is located the inside one end fixed mounting of spacing slide pipe and has first counterpoint awl, the traveller is located the outside one end fixed mounting of spacing slide pipe and has the second beam slab. Through traveller sliding connection inside spacing slide pipe, it is spacing to first roof beam board and second roof beam board, pull the spanner again, make the screw spindle rotate, thereby make the screw spindle rotate and carry out the displacement including the inside screw sleeve, thereby make the width distance between first roof beam board and the second roof beam board adjust, tie the even reinforcing bar through the bar ligature circle between first roof beam board and second roof beam board again, can fix, thereby reached and be convenient for adjust the effect to the width of whole support body, the target that is applicable to different construction demands has been realized, it is more convenient to use.

Description

一种新型钢混叠合梁支架结构A new type of steel composite beam support structure

技术领域technical field

本实用新型涉及建筑材料技术领域,尤其涉及一种新型钢混叠合梁支架结构。The utility model relates to the technical field of building materials, in particular to a novel steel composite beam support structure.

背景技术Background technique

钢混结构住宅的结构材料是钢筋混凝土,即钢筋、水泥、粗细骨料(碎石)、水等的混合体,这种结构的住宅具有抗震性能好、整体性强、抗腐蚀能力强、经久耐用等优点,并且房间的开间、进深相对较大,空间分割较自由,框架梁的横截面一般为矩形或T型,当楼盖结构为预制板装配式楼盖时,为减少结构所占的高度,增加建筑净空,框架梁截面常为十字形或花篮形,在装配整体式框架结构中,常将预制梁做成T形截面,在预制板安装就位后,再现浇部分混凝土,即形成所谓的叠合梁。The structural material of the steel-concrete structure house is reinforced concrete, that is, a mixture of steel bars, cement, coarse and fine aggregates (crushed stone), water, etc. The house with this structure has good seismic performance, strong integrity, strong corrosion resistance, and durability. Durability and other advantages, and the room has a relatively large bay and depth, and the space is divided more freely. The cross-section of the frame beam is generally rectangular or T-shaped. When the floor structure is a prefabricated floor, in order to reduce the structure occupied The height of the building increases the clearance of the building. The cross-section of the frame beam is often cross-shaped or flower basket-shaped. In the assembly of the integral frame structure, the prefabricated beam is often made into a T-shaped section. A so-called composite beam is formed.

目前市场上的钢混叠合梁支架大多难以对整个架体的宽度进行调节,从而难以适用于不同的施工需求,使用起来很不方便,很不灵活。At present, most of the steel composite beam supports on the market are difficult to adjust the width of the entire frame body, so it is difficult to adapt to different construction requirements, and it is very inconvenient and inflexible to use.

实用新型内容Utility model content

针对现有技术的不足,本实用新型提供了一种新型钢混叠合梁支架结构,解决了目前市场上的钢混叠合梁支架大多难以对整个架体的宽度进行调节,从而难以适用于不同的施工需求,适用起来很不方便,很不灵活的问题。In view of the deficiencies of the prior art, the utility model provides a new type of steel composite beam bracket structure, which solves the problem that most of the steel composite composite beam brackets on the market are difficult to adjust the width of the entire frame body, so it is difficult to apply to Different construction needs, it is very inconvenient and inflexible to apply.

为了实现上述目的,本实用新型采用了如下技术方案:一种新型钢混叠合梁支架结构,包括第一梁板,所述第一梁板的一侧面固定安装有限位滑管,所述限位滑管的内部滑动连接有滑柱,所述滑柱位于限位滑管内部的一端固定安装有第一对位锥,所述滑柱位于限位滑管外部的一端固定安装有第二梁板,所述第一梁板和第二梁板的相向侧面均固定安装有支撑条板,所述支撑条板的两侧面贯穿开设有通孔,所述第一梁板和第二梁板的相向侧面均固定安装有钢筋绑扎圈,所述第二梁板靠近滑柱一侧面的中部固定安装有轴承,所述第二梁板通过轴承转动连接有螺纹轴,所述螺纹轴远离第二梁板的一端固定安装有第二对位锥,所述螺纹轴的下表面固定安装有扳条,所述螺纹轴的上表面螺纹套接有内螺纹套管,所述内螺纹套管的一端与第一梁板相搭接,所述第一梁板和第二梁板的相背侧面均固定安装有安装板,所述安装板的两侧面贯穿开设有安装孔。In order to achieve the above purpose, the present utility model adopts the following technical scheme: a novel steel composite beam support structure, comprising a first beam plate, one side of the first beam plate is fixedly installed with a limit slide pipe, the limit A slide column is slidably connected to the inside of the position slide pipe, one end of the slide column located inside the limit slide pipe is fixedly installed with a first alignment cone, and one end of the slide column located outside the limit slide pipe is fixedly installed with a second beam The opposite sides of the first beam plate and the second beam plate are fixedly installed with support strips, the two sides of the support strip are provided with through holes, and the first beam plate and the second beam plate are provided with through holes. Rebar binding rings are fixedly installed on the opposite sides, a bearing is fixedly installed in the middle of one side of the second beam plate close to the sliding column, and the second beam plate is rotatably connected with a threaded shaft through the bearing, and the threaded shaft is far away from the second beam One end of the plate is fixedly installed with a second alignment cone, the lower surface of the threaded shaft is fixedly installed with a wrench, the upper surface of the threaded shaft is threadedly sleeved with an internal thread sleeve, and one end of the internal thread sleeve is connected to the inner thread. The first beam plates are overlapped, and the opposite sides of the first beam plate and the second beam plate are fixedly installed with mounting plates, and two sides of the mounting plates are provided with mounting holes through them.

优选的,所述安装板为L形状。Preferably, the mounting plate is L-shaped.

优选的,所述安装板的数量为四个,且四个安装板分别位于第一梁板和第二梁板相背侧面的两端。Preferably, the number of the mounting plates is four, and the four mounting plates are respectively located at two ends of the opposite sides of the first beam plate and the second beam plate.

优选的,所述扳条的数量为两个,且两个扳条分别位于螺纹轴的两侧。Preferably, the number of the levers is two, and the two levers are respectively located on both sides of the threaded shaft.

优选的,所述钢筋绑扎圈为U形圈。Preferably, the reinforcing bar binding ring is a U-shaped ring.

优选的,所述通孔和安装孔均为圆形孔。Preferably, both the through hole and the mounting hole are circular holes.

与现有技术相比,本实用新型的有益效果是:该新型钢混叠合梁支架结构,通过滑柱滑动连接在限位滑管内部,对第一梁板和第二梁板进行限位,再扳动扳条,使螺纹轴转动,从而使螺纹轴在内螺纹套管内部转动并进行位移,从而使第一梁板与第二梁板之间的宽度距离得以调节,再通过在第一梁板与第二梁板之间的钢筋绑扎圈扎连钢筋,即可固定,从而达到了便于对整个架体的宽度进行调节的效果,实现了适用于不同的施工需求的目标,使用起来更加方便。Compared with the prior art, the beneficial effect of the present utility model is that: the new steel composite beam support structure is slidably connected to the inside of the limit slide pipe through the sliding column, and the first beam plate and the second beam plate are limited. , and then pull the lever to make the threaded shaft rotate, so that the threaded shaft rotates and displaces inside the inner threaded casing, so that the width distance between the first beam plate and the second beam plate can be adjusted, and then through the first beam plate and the second beam plate. The reinforcing bar between the first beam plate and the second beam plate can be fixed by tying the steel bar with the steel bar, so as to achieve the effect of facilitating the adjustment of the width of the entire frame body, and achieve the goal of being suitable for different construction requirements. More convenient.

附图说明Description of drawings

图1为本实用新型结构正剖图;Fig. 1 is the front sectional view of the utility model structure;

图2为本实用新型结构正视图。Figure 2 is a front view of the structure of the utility model.

图中:1第一梁板、2限位滑管、3滑柱、4第一对位锥、5第二梁板、6支撑条板、7通孔、8钢筋绑扎圈、9内螺纹套管、10轴承、11螺纹轴、12第二对位锥、13扳条、14安装板、15安装孔。In the figure: 1. the first beam plate, 2. the limit slide pipe, 3. the sliding column, 4. the first alignment cone, 5. the second beam plate, 6. the supporting strip, 7. through holes, 8. steel bar binding ring, 9. Internal thread sleeve Tube, 10 bearing, 11 threaded shaft, 12 second alignment cone, 13 lever, 14 mounting plate, 15 mounting hole.

具体实施方式Detailed ways

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

参照图1-2,一种新型钢混叠合梁支架结构,包括第一梁板1,第一梁板1的一侧面固定安装有限位滑管2,限位滑管2的内部滑动连接有滑柱3,滑柱3位于限位滑管2内部的一端固定安装有第一对位锥4,滑柱3位于限位滑管2外部的一端固定安装有第二梁板5,第一梁板1和第二梁板5的相向侧面均固定安装有支撑条板6,支撑条板6的两侧面贯穿开设有通孔7,第一梁板1和第二梁板5的相向侧面均固定安装有钢筋绑扎圈8,钢筋绑扎圈8为U形圈,第二梁板5靠近滑柱3一侧面的中部固定安装有轴承10,第二梁板5通过轴承10转动连接有螺纹轴11,螺纹轴11远离第二梁板5的一端固定安装有第二对位锥12,螺纹轴11的下表面固定安装有扳条13,扳条13的数量为两个,且两个扳条13分别位于螺纹轴11的两侧,螺纹轴11的上表面螺纹套接有内螺纹套管9,内螺纹套管9的一端与第一梁板1相搭接,第一梁板1和第二梁板5的相背侧面均固定安装有安装板14,安装板14为L形状,安装板14的数量为四个,且四个安装板14分别位于第一梁板1和第二梁板5相背侧面的两端,安装板14的两侧面贯穿开设有安装孔15,通孔7和安装孔15均为圆形孔,通过滑柱3滑动连接在限位滑管2内部,对第一梁板1和第二梁板5进行限位,再扳动扳条13,使螺纹轴11转动,从而使螺纹轴11在内螺纹套管9内部转动并进行位移,从而使第一梁板1与第二梁板5之间的宽度距离得以调节,再通过在第一梁板1与第二梁板5之间的钢筋绑扎圈8扎连钢筋,即可固定,从而达到了便于对整个架体的宽度进行调节的效果,实现了适用于不同的施工需求的目标,使用起来更加方便。1-2, a new type of steel composite beam support structure includes a first beam plate 1, one side of the first beam plate 1 is fixedly installed with a limit slide pipe 2, and the interior of the limit slide pipe 2 is slidably connected with Sliding column 3, one end of the sliding column 3 located inside the limit sliding pipe 2 is fixedly installed with a first alignment cone 4, and one end of the sliding column 3 located outside the limiting sliding pipe 2 is fixedly installed with a second beam plate 5, the first beam The opposite sides of the plate 1 and the second beam plate 5 are fixedly installed with support strips 6, the two sides of the support strip 6 are provided with through holes 7, and the opposite sides of the first beam plate 1 and the second beam plate 5 are fixed. A steel bar binding ring 8 is installed, the steel bar binding ring 8 is a U-shaped ring, a bearing 10 is fixedly installed in the middle of one side of the second beam plate 5 close to the slide column 3, and the second beam plate 5 is rotated and connected with a threaded shaft 11 through the bearing 10, A second alignment cone 12 is fixedly installed at one end of the threaded shaft 11 away from the second beam plate 5 , and a wrench 13 is fixedly installed on the lower surface of the threaded shaft 11 . The quantity of the wrench 13 is two, and the two wrench 13 are respectively Located on both sides of the threaded shaft 11, the upper surface of the threaded shaft 11 is threadedly sleeved with an inner threaded sleeve 9, one end of the inner threaded sleeve 9 is overlapped with the first beam plate 1, the first beam plate 1 and the second beam The opposite sides of the plate 5 are fixedly installed with the installation plate 14, the installation plate 14 is L-shaped, the number of the installation plate 14 is four, and the four installation plates 14 are respectively located on the first beam plate 1 and the second beam plate 5. At both ends of the back side, the two sides of the mounting plate 14 are provided with mounting holes 15, the through hole 7 and the mounting hole 15 are both circular holes, and are slidably connected to the inside of the limit slide pipe 2 through the sliding column 3, and the first beam The plate 1 and the second beam plate 5 are limited, and then the lever 13 is pulled to make the threaded shaft 11 rotate, so that the threaded shaft 11 rotates and displaces inside the inner threaded sleeve 9, so that the first beam plate 1 and the first beam plate 1 are rotated. The width and distance between the second beam plates 5 can be adjusted, and then the steel bars can be fixed by tying the steel bars through the steel bar binding ring 8 between the first beam plate 1 and the second beam plate 5, so as to facilitate the entire frame body. The effect of adjusting the width of the machine achieves the goal of being suitable for different construction needs, and it is more convenient to use.

综上所述,该新型钢混叠合梁支架结构,通过滑柱3滑动连接在限位滑管2内部,对第一梁板1和第二梁板5进行限位,再扳动扳条13,使螺纹轴11转动,从而使螺纹轴11在内螺纹套管9内部转动并进行位移,从而使第一梁板1与第二梁板5之间的宽度距离得以调节,再通过在第一梁板1与第二梁板5之间的钢筋绑扎圈8扎连钢筋,即可固定,从而达到了便于对整个架体的宽度进行调节的效果,实现了适用于不同的施工需求的目标,使用起来更加方便,解决了目前市场上的钢混叠合梁支架大多难以对整个架体的宽度进行调节,从而难以适用于不同的施工需求,使用起来很不方便,很不灵活的问题。To sum up, the new type of steel composite beam support structure is slidably connected to the inside of the limit slide pipe 2 through the sliding column 3 to limit the position of the first beam plate 1 and the second beam plate 5, and then pull the lever 13. Rotate the threaded shaft 11, so that the threaded shaft 11 rotates and displaces inside the inner threaded sleeve 9, so that the width distance between the first beam plate 1 and the second beam plate 5 can be adjusted, and then through the first beam plate 1 and the second beam plate 5. The steel bar tie ring 8 between the first beam plate 1 and the second beam plate 5 can be fixed by connecting the steel bars, thereby achieving the effect of facilitating the adjustment of the width of the entire frame body and achieving the goal of being suitable for different construction requirements It is more convenient to use, and solves the problems that most of the steel composite beam brackets on the market are difficult to adjust the width of the entire frame body, so it is difficult to adapt to different construction needs, and it is very inconvenient and inflexible to use.

需要说明的是,在本文中,诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。It should be noted that, in this document, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any relationship between these entities or operations. any such actual relationship or sequence exists. Moreover, the terms "comprising", "comprising" or any other variation thereof are intended to encompass a non-exclusive inclusion such that a process, method, article or device that includes a list of elements includes not only those elements, but also includes not explicitly listed or other elements inherent to such a process, method, article or apparatus.

尽管已经示出和描述了本实用新型的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本实用新型的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes and modifications can be made to these embodiments without departing from the principles and spirit of the present invention , alternatives and modifications, the scope of the present invention is defined by the appended claims and their equivalents.

Claims (6)

1. A novel steel-concrete composite beam support structure comprises a first beam plate (1) and is characterized in that a limiting sliding pipe (2) is fixedly mounted on one side face of the first beam plate (1), a sliding column (3) is connected to the inside of the limiting sliding pipe (2) in a sliding mode, a first contraposition cone (4) is fixedly mounted at one end, located inside the limiting sliding pipe (2), of the sliding column (3), a second beam plate (5) is fixedly mounted at one end, located outside the limiting sliding pipe (2), of the sliding column (3), supporting strips (6) are fixedly mounted on opposite side faces of the first beam plate (1) and the second beam plate (5), through holes (7) are formed in the two side faces of the supporting strips (6), reinforcing steel bar binding rings (8) are fixedly mounted on opposite side faces of the first beam plate (1) and the second beam plate (5), a bearing (10) is fixedly mounted in the middle of the second beam plate (5) close to one side face of the sliding column (3), the second beam plate (5) is rotatably connected with a threaded shaft (11) through a bearing (10), one end, far away from the second beam plate (5), of the threaded shaft (11) is fixedly provided with a second aligning cone (12), the lower surface of the threaded shaft (11) is fixedly provided with a spanner (13), the upper surface of the threaded shaft (11) is in threaded sleeve connection with an internal thread sleeve (9), one end of the internal thread sleeve (9) is in lap joint with the first beam plate (1), the opposite side surfaces of the first beam plate (1) and the second beam plate (5) are fixedly provided with mounting plates (14), and two side surfaces of the mounting plates (14) are penetrated through to form mounting holes (15).
2. A novel steel-concrete composite beam support structure according to claim 1, characterized in that said mounting plate (14) is L-shaped.
3. A novel steel and concrete composite beam support structure according to claim 1, characterized in that the number of said mounting plates (14) is four, and four mounting plates (14) are respectively located at two ends of the first beam plate (1) and the second beam plate (5) opposite to each other.
4. A novel steel-concrete composite beam bracket structure according to claim 1, characterized in that the number of said spanner bars (13) is two, and two spanner bars (13) are respectively located on both sides of the threaded shaft (11).
5. A novel steel-concrete composite beam bracket structure according to claim 1, characterized in that said reinforcement tie-up ring (8) is a U-shaped ring.
6. A novel steel and concrete composite beam support structure according to claim 1, characterized in that said through holes (7) and mounting holes (15) are circular holes.
CN201921190388.0U 2019-07-26 2019-07-26 A new type of steel composite beam support structure Expired - Fee Related CN210857740U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942677A (en) * 2021-01-26 2021-06-11 上海绿地建设(集团)有限公司 Assembled double-side-plate all-bolt steel connecting beam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942677A (en) * 2021-01-26 2021-06-11 上海绿地建设(集团)有限公司 Assembled double-side-plate all-bolt steel connecting beam

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Granted publication date: 20200626