CN206000028U - A kind of combination built-in fitting of steel building - Google Patents
A kind of combination built-in fitting of steel building Download PDFInfo
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- CN206000028U CN206000028U CN201620838200.9U CN201620838200U CN206000028U CN 206000028 U CN206000028 U CN 206000028U CN 201620838200 U CN201620838200 U CN 201620838200U CN 206000028 U CN206000028 U CN 206000028U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 238000009415 formwork Methods 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 abstract description 11
- 238000000275 quality assurance Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 9
- 238000000034 method Methods 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000009466 transformation Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 238000000844 transformation Methods 0.000 description 1
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Abstract
本实用新型公开了一种钢结构建筑的组合预埋件，设有预埋地下的支件、与钢柱底座连接的支撑件；所述支件设有支杆和模板；所述支杆的顶部和底部分别固定设有顶部模板和底部模板；所述支撑件设有连接杆、套管；所述连接杆的外表面设有螺纹，所述连接杆设有上部连接杆和下部连接杆；通过所述套管使所述上部连接杆、下部连接杆连接；所述支杆的顶部焊接在所述顶部模板的底部，所述支杆的下部呈弯钩形，所述支杆的弯钩处焊接在底部模板的上部；本实用新型能够使基础预埋件安装快捷，精度高，有效的提高了钢结构房屋安装的速度和钢结构的质量保障。
The utility model discloses a combined pre-embedded part of a steel structure building, which is provided with a pre-buried underground support and a support connected with a steel column base; the support is provided with a pole and a formwork; The top and the bottom are respectively fixed with a top template and a bottom template; the support is provided with a connecting rod and a casing; the outer surface of the connecting rod is provided with threads, and the connecting rod is provided with an upper connecting rod and a lower connecting rod; The upper connecting rod and the lower connecting rod are connected through the sleeve; the top of the supporting rod is welded on the bottom of the top template, the lower part of the supporting rod is in the shape of a hook, and the hook of the supporting rod It is welded on the upper part of the bottom formwork; the utility model can make the installation of the foundation embedded parts fast and high in precision, and effectively improves the installation speed of the steel structure house and the quality assurance of the steel structure.
Description
技术领域technical field
本实用新型涉及到建筑领域，尤其涉及到一种钢结构建筑的组合预埋件。The utility model relates to the construction field, in particular to a combined embedded part of a steel structure building.
背景技术Background technique
传统钢结构预埋件为单根式预埋螺杆结构和现场组焊固定支架结构构成的预埋件组结构两种。单根式预埋螺杆在基础钢筋施工后安装，预埋螺杆通过辅助钢筋搭接焊接在基础主钢筋上，这种固定方式首先会破坏基础主钢筋结构；其次预埋螺杆的螺纹受到焊接热，会影响预埋螺杆的材料材质；则预埋螺杆安装时会与基础钢筋之间相互干涉，影响安装进度；还有搭接焊接固定后的预埋螺杆，其垂直度和水平高度不能任意调整；最后由于单杆式预埋螺杆的顶部固定不牢靠，稳定性差，容易在模板或混凝土浇筑施工中产生变形或移位，安装精度始终无法控制。现场组焊固定支架式预埋件组，固定支架主材为角钢，施工在钢筋安装前进行，先把角钢焊接成一定尺寸的固定支架，然后预埋螺杆固定在支架上，形成稳定结构，这种预埋件方式与前一种相比施工质量有很大的改进，但是这种现场组焊的支架方式首先现场组焊支架工作量大而复杂，稳定性差，并且支架焊接固定后调整困难；其次组焊支架与预埋螺 杆之间焊接固定，使得预埋螺杆没有调整余量；再有组焊支架结构组成复杂，构件较多，严 重影响了后续的基础钢筋和基础模板施工，使得安装精度无法保证。以上是传统两种钢结 构预埋件方式存在的不足和弊端。基础施工作为钢结构建筑施工的起步工序对后续的施工 起着至关重要的作用。如何使得基础预埋件安装快捷，精度高，成为目前钢结构建筑基础施 工的重要问题，因此现有技术存在缺陷，需要改进。There are two types of traditional steel structure embedded parts: single embedded screw structure and embedded part group structure composed of on-site welded and fixed bracket structure. The single pre-embedded screw is installed after the construction of the foundation reinforcement, and the pre-embedded screw is welded to the foundation main reinforcement through the lap joint of the auxiliary reinforcement. This fixing method will first destroy the structure of the foundation main reinforcement; Affect the material material of the embedded screw; the embedded screw will interfere with the foundation steel bar during installation, which will affect the installation progress; and the verticality and horizontal height of the embedded screw fixed by lap welding cannot be adjusted arbitrarily; finally Because the top of the single-rod pre-embedded screw is not firmly fixed and has poor stability, it is easy to deform or shift during formwork or concrete pouring construction, and the installation accuracy is always out of control. On-site welding of fixed bracket type embedded parts group, the main material of the fixed bracket is angle steel, and the construction is carried out before the installation of steel bars. First, the angle steel is welded into a fixed bracket of a certain size, and then the embedded screw is fixed on the bracket to form a stable structure. Compared with the previous one, the construction quality of this embedded part method has been greatly improved, but this kind of on-site welding bracket method firstly has a large and complicated workload of on-site assembly and welding of the bracket, poor stability, and difficult adjustment after the bracket is welded and fixed; Secondly, the welded bracket and the pre-embedded screw are welded and fixed, so that the pre-embedded screw has no adjustment margin; and the structure of the welded bracket is complicated, and there are many components, which seriously affects the subsequent foundation reinforcement and foundation formwork construction, making the installation accuracy Can not guarantee. The above are the deficiencies and disadvantages of the traditional two methods of steel structure embedded parts. As the initial procedure of steel structure building construction, foundation construction plays a vital role in subsequent construction. How to make the foundation embedded parts install quickly and with high precision has become an important issue in the foundation construction of steel structure buildings at present, so there are defects in the prior art and need to be improved.
实用新型内容Utility model content
本实用新型所要解决的技术问题是提供一种钢结构建筑的组合预埋件。The technical problem to be solved by the utility model is to provide a combined embedded part of a steel structure building.
为实现上述目的，本实用新型所采用了下述的技术方案：一种钢结构建筑的组合预埋件，设有预埋地下的支件、与钢柱底座连接的支撑件；所述支件设有支杆和模板；所述支杆的顶部和底部分别固定设有顶部模板和底部模板；所述支撑件设有连接杆、套管；所述连接杆的外表面设有螺纹，所述连接杆设有上部连接杆和下部连接杆；通过所述套管使所述上部连接杆、下部连接杆连接；所述支杆的顶部焊接在所述顶部模板的底部，所述支杆的下部呈弯钩形，所述支杆的弯钩处焊接在底部模板的上部。In order to achieve the above purpose, the utility model adopts the following technical scheme: a combined embedded part of a steel structure building, which is provided with a support part embedded in the ground and a support part connected with the base of the steel column; the support part A pole and a formwork are provided; a top formwork and a bottom formwork are respectively fixed on the top and bottom of the pole; the support is provided with a connecting rod and a casing; the outer surface of the connecting rod is provided with threads, and the The connecting rod is provided with an upper connecting rod and a lower connecting rod; the upper connecting rod and the lower connecting rod are connected through the sleeve; the top of the supporting rod is welded on the bottom of the top template, and the lower part of the supporting rod It is in the shape of a hook, and the hook of the pole is welded on the upper part of the bottom formwork.
优选的，所述支撑件为多个，均分别固定焊接在所述顶部模板的上表面。Preferably, there are multiple supports, all of which are respectively fixed and welded to the upper surface of the top formwork.
优选的，所述下部连接杆的底部和所述上部连接杆的顶部均设有夹紧螺母 ，通过所述夹紧螺母使钢构柱暂时固定在所述顶部模板上部。Preferably, both the bottom of the lower connecting rod and the top of the upper connecting rod are provided with clamping nuts, and the steel column is temporarily fixed on the upper part of the top formwork through the clamping nuts.
优选的，所述套管的外部为多边棱形，所述套管的内部上端设有正螺纹，所述套管的内部下端设有反螺纹。Preferably, the outside of the sleeve is polygonal, the inner upper end of the sleeve is provided with positive threads, and the inner lower end of the sleeve is provided with reverse threads.
优选的，所述套管设有固定部和连接部；所述固定部的一端与所述连接部的一端铰链；所述固定部相对应的端部设有固件，所述连接部相对应的端部设有扣件，通过所述扣件、固件使所述固定部和所述连接部固定和拆分。Preferably, the sleeve is provided with a fixing part and a connecting part; one end of the fixing part is hinged with one end of the connecting part; the corresponding end of the fixing part is provided with a firmware, and the corresponding end of the connecting part A fastener is provided at the end, and the fixing part and the connecting part are fixed and detached through the fastener and the firmware.
相对于现有技术的有益效果是，采用上述方案，本实用新型能够使基础预埋件安装快捷，精度高，有效的提高了钢结构房屋安装的速度和钢结构的质量保障。Compared with the prior art, the utility model has the beneficial effect that, by adopting the above scheme, the utility model can make the installation of the foundation embedded parts fast and high in precision, and effectively improves the installation speed of the steel structure house and the quality assurance of the steel structure.
附图说明Description of drawings
图1为本实用新型的一个实施例的结构示意图。Fig. 1 is a structural schematic diagram of an embodiment of the utility model.
以上图例所示：1、顶部模板；2、底部模板；3、支杆；4、上部连接杆；5、下部连接杆；6、套管；7、夹紧螺母。As shown in the above legend: 1. Top template; 2. Bottom template; 3. Support rod; 4. Upper connecting rod; 5. Lower connecting rod;
具体实施方式detailed description
为了便于理解本实用新型，下面结合附图和具体实施例，对本实用新型进行更详细的说明。附图中给出了本实用新型的较佳的实施例。但是，本实用新型可以以许多不同的形式来实现，并不限于本说明书所描述的实施例。相反地，提供这些实施例的目的是使对本实用新型的公开内容的理解更加透彻全面。In order to facilitate the understanding of the utility model, the utility model will be described in more detail below in conjunction with the accompanying drawings and specific embodiments. Preferred embodiments of the present utility model are provided in the accompanying drawings. However, the present invention can be implemented in many different forms and is not limited to the embodiments described in this specification. On the contrary, the purpose of providing these embodiments is to make the understanding of the disclosure of the present utility model more thorough and comprehensive.
需要说明的是，当元件被称为“固定于”另一个元件，它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个元件，它可以是直接连接到另一个元件或者可能同时存在居中元件。本说明书所使用的术语“固定”、“一体成型”、“左”、“右”以及类似的表述只是为了说明的目的。It should be noted that when an element is referred to as being “fixed” to another element, it can be directly on the other element or there can also be an intervening element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or intervening elements may also be present. The terms "fixed", "integrated", "left", "right" and similar expressions used in this specification are for the purpose of description only.
除非另有定义，本说明书所使用的所有的技术和科学术语与属于本实用新型的技术领域的技术人员通常理解的含义相同。本说明书中在本实用新型的说明书中所使用的术语只是为了描述具体的实施例的目的，不是用于限制本实用新型。Unless otherwise defined, all technical and scientific terms used in this specification have the same meaning as commonly understood by those skilled in the technical field of the present invention. The terms used in the description of the utility model in this specification are only for the purpose of describing specific embodiments, and are not used to limit the utility model.
如图1所示，本实用新型的一个实施例是：一种钢结构建筑的组合预埋件，设有预埋地下的支件、与钢柱底座连接的支撑件；所述支件设有支杆3和模板；所述支杆3的顶部和底部分别固定设有顶部模板1和底部模板2；所述支撑件设有连接杆、套管6；所述连接杆的外表面设有螺纹，所述连接杆设有上部连接杆4和下部连接杆5；通过所述套管6使所述上部连接杆4、下部连接杆5连接；所述支杆3的顶部焊接在所述顶部模板2的底部，所述支杆3的下部呈弯钩形，所述支杆3的弯钩处焊接在底部模板2的上部；例如支杆3的弯钩可以使在填装混凝土的时候更好的与填充物结合，接触面增大，能够接受更多的外部拉力。As shown in Figure 1, an embodiment of the utility model is: a combined embedded part of a steel structure building, which is provided with a support part embedded in the ground and a support part connected with the base of the steel column; the support part is provided with pole 3 and formwork; the top and bottom of said pole 3 are respectively fixed with top formwork 1 and bottom formwork 2; said support is provided with connecting rod and casing 6; the outer surface of said connecting rod is provided with threads , the connecting rod is provided with an upper connecting rod 4 and a lower connecting rod 5; the upper connecting rod 4 and the lower connecting rod 5 are connected through the sleeve 6; the top of the pole 3 is welded on the top template 2, the lower part of the pole 3 is in the shape of a hook, and the hook of the pole 3 is welded on the upper part of the bottom template 2; for example, the hook of the pole 3 can make it better when filling concrete Combined with the filler, the contact surface increases and can accept more external pulling force.
优选的，所述支撑件为多个，均分别固定焊接在所述顶部模板1的上表面，例如根据钢构柱底座的螺孔来设置固件的个数和位置，固件需要穿过底座的螺孔来使钢构柱竖立固定；为了使钢构柱稳固，一般需要4—8个固件进行固定，分别设置在顶板模板1上部四个角，四个边的中间点。Preferably, there are multiple supporting members, all of which are respectively fixed and welded on the upper surface of the top template 1. For example, the number and position of the fasteners are set according to the screw holes of the steel column base, and the fasteners need to pass through the screw holes of the base. holes to make the steel column erected and fixed; in order to make the steel column stable, generally 4-8 fasteners are required to fix, which are respectively arranged at the top four corners of the roof template 1 and the middle points of the four sides.
优选的，所述下部连接杆5的底部和所述上部连接杆4的顶部均设有夹紧螺母7 ，通过所述夹紧螺母7使钢构柱暂时固定在所述顶部模板1上部；例如：在进行钢构柱与预埋件安装时，上部连接杆4的夹紧螺母7在调节钢构柱整体高度时，防止钢构柱的底座脱离上部连接杆4，发生危险；下部连接杆5的夹紧螺母7防止在调节钢构柱高度时，套管无法承受压力导致套管内部滑丝直接使钢构柱下落，发生事故。Preferably, the bottom of the lower connecting rod 5 and the top of the upper connecting rod 4 are provided with clamping nuts 7, and the steel structure column is temporarily fixed on the top of the top template 1 through the clamping nuts 7; for example : When the steel structure column and the embedded parts are installed, the clamping nut 7 of the upper connecting rod 4 prevents the base of the steel structure column from breaking away from the upper connecting rod 4 when adjusting the overall height of the steel structure column, causing danger; the lower connecting rod 5 The clamping nut 7 prevents that when the height of the steel structure column is adjusted, the casing cannot bear the pressure, causing the slip wire inside the casing to directly cause the steel structure column to fall, resulting in an accident.
优选的，所述套管6的外部为多边棱形，所述套管6的内部上端设有正螺纹，所述套管6的内部下端设有反螺纹。所述套管6设有固定部和连接部；所述固定部的一端与所述连接部的一端铰链；所述固定部相对应的端部设有固件，所述连接部相对应的端部设有扣件，通过所述扣件、固件使所述固定部和所述连接部固定和拆分；例如上部连接杆4的表面设有正螺纹部，下部连接杆5的表面设有反螺纹部，套管6首先套在下部连接杆5和上部连接杆4的外部，钢构柱底座通过螺孔安装在上部连接杆4的顶部，通过夹紧螺母7，使钢构柱底座固定在预埋件上，套管6的外部为多边形，可以为4变形或6变形或8变形，有利于工具夹紧用力，防止滑落，通过对套管用力使套管在上部连接杆和下部连接杆移动，来使钢构柱的高度增加或减少，加快工作效率；例如：在调整和固定好钢构柱使，可以通过固件和扣件使套管分开，在安装下个钢柱时继续使用，节约成本。Preferably, the outside of the sleeve 6 is polygonal, the inner upper end of the sleeve 6 is provided with positive threads, and the inner lower end of the sleeve 6 is provided with reverse threads. The sleeve 6 is provided with a fixing part and a connecting part; one end of the fixing part is hinged with one end of the connecting part; the corresponding end of the fixing part is provided with a firmware, and the corresponding end of the connecting part Fasteners are provided, and the fixed part and the connecting part are fixed and disassembled by the fasteners and firmware; for example, the surface of the upper connecting rod 4 is provided with a positive thread part, and the surface of the lower connecting rod 5 is provided with a reverse thread Firstly, the casing 6 is put on the outside of the lower connecting rod 5 and the upper connecting rod 4, the base of the steel column is installed on the top of the upper connecting rod 4 through the screw hole, and the base of the steel column is fixed on the pre-set by clamping the nut 7 On the embedded part, the outside of the casing 6 is polygonal, which can be 4 deformations, 6 deformations or 8 deformations, which is beneficial to the clamping force of the tool and prevents it from slipping. The casing moves on the upper connecting rod and the lower connecting rod by applying force to the casing , to increase or decrease the height of the steel column to speed up the work efficiency; for example: after adjusting and fixing the steel column, the casing can be separated through the fastener and fastener, and continue to be used when the next steel column is installed, saving cost.
相对于现有技术的有益效果是，采用上述方案，本实用新型能够使基础预埋件安装快捷，精度高，有效的提高了钢结构房屋安装的速度和钢结构的质量保障。Compared with the prior art, the utility model has the beneficial effect that, by adopting the above scheme, the utility model can make the installation of the foundation embedded parts fast and high in precision, and effectively improves the installation speed of the steel structure house and the quality assurance of the steel structure.
需要说明的是，上述各技术特征继续相互组合，形成未在上面列举的各种实施例，均视为本实用新型说明书记载的范围；并且，对本领域普通技术人员来说，可以根据上述说明加以改进或变换，而所有这些改进和变换都应属于本实用新型所附权利要求的保护范围。It should be noted that the above-mentioned technical features continue to be combined with each other to form various embodiments not listed above, which are all regarded as the scope of the description of the utility model; Improvement or transformation, and all these improvements and transformations should belong to the protection scope of the appended claims of the present utility model.
Claims (5)
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| CN201620838200.9U CN206000028U (en) | 2016-08-04 | 2016-08-04 | A kind of combination built-in fitting of steel building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235640A (en) * | 2018-06-05 | 2019-01-18 | 北京交通大学 | A kind of skewer pin connection structure between modularization steel construction piece for building |
| CN109653380A (en) * | 2019-01-10 | 2019-04-19 | 石铁英 | A kind of clean cut system built-in fitting steel connection structure |
| CN111101604A (en) * | 2019-12-18 | 2020-05-05 | 秦晶晶 | Combined type embedded part for steel inclined support floor of prefabricated part |
-
2016
- 2016-08-04 CN CN201620838200.9U patent/CN206000028U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235640A (en) * | 2018-06-05 | 2019-01-18 | 北京交通大学 | A kind of skewer pin connection structure between modularization steel construction piece for building |
| CN109235640B (en) * | 2018-06-05 | 2023-10-27 | 北京交通大学 | A dowel-type connection structure between modular steel structure components for construction |
| CN109653380A (en) * | 2019-01-10 | 2019-04-19 | 石铁英 | A kind of clean cut system built-in fitting steel connection structure |
| CN109653380B (en) * | 2019-01-10 | 2020-11-06 | 广西盛隆钢铁材料研究院 | Cut-off type embedded part steel connecting structure |
| CN111101604A (en) * | 2019-12-18 | 2020-05-05 | 秦晶晶 | Combined type embedded part for steel inclined support floor of prefabricated part |
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Inventor after: Gu Qi Inventor after: Zeng Chaoshan Inventor after: Luo Weiye Inventor after: Luo Nan Inventor before: Gu Qi |
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Effective date of registration: 20170829 Address after: 361027, A, third floor, No. 18, Fu Fu South Road, East Fu Road, Haicang District, Fujian, Xiamen Patentee after: Xiamen group metal component Co., Ltd. Address before: Weidu District Bayi Road 461000 Xuchang city Henan province Xuchang University No. 88 Patentee before: Xuchang College |
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