CN207063521U - A kind of concrete column tie ruggedized construction - Google Patents
A kind of concrete column tie ruggedized construction Download PDFInfo
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- CN207063521U CN207063521U CN201720929127.0U CN201720929127U CN207063521U CN 207063521 U CN207063521 U CN 207063521U CN 201720929127 U CN201720929127 U CN 201720929127U CN 207063521 U CN207063521 U CN 207063521U
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- beam forms
- slipmat
- nut seat
- adjustment hole
- concrete column
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- 238000010276 construction Methods 0.000 title claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
Description
技术领域:Technical field:
本实用新型涉及一种混凝土柱柱箍加固结构,属于建筑施工技术领域。The utility model relates to a reinforcement structure of concrete columns and hoops, which belongs to the technical field of building construction.
背景技术:Background technique:
传统柱模板加固施工中,通常采用对拉螺杆在平行柱边方向进行对拉加固,特别是在柱截面尺寸较大时,在柱长边方向,施工较困难,经常出现加固不到位,导致柱模板暴模、涨模、漏浆及蜂窝麻面现象,存在严重的质量问题;而且现有的柱箍加固装置在进行加固时不方便调节与固定,且强度低,操作复杂。In traditional column formwork reinforcement construction, pull screws are usually used to carry out pull reinforcement in the direction parallel to the column edge. Especially when the column section size is large, the construction is difficult in the direction of the long side of the column, and the reinforcement is often not in place, resulting in column failure. There are serious quality problems in the phenomenon of formwork bursting, mold expansion, slurry leakage and honeycomb pitting; moreover, the existing column hoop reinforcement device is inconvenient to adjust and fix during reinforcement, and has low strength and complicated operation.
实用新型内容:Utility model content:
针对上述问题,本实用新型要解决的技术问题是提供一种混凝土柱柱箍加固结构。In view of the above problems, the technical problem to be solved by the utility model is to provide a reinforcement structure of concrete column hoops.
本实用新型的一种混凝土柱柱箍加固结构,它包含柱梁模板、柱箍杆、加强式背肋、固定螺栓、调节螺杆、螺母座、防滑垫;所述柱梁模板的外侧壁上设置有数个加强式背肋,所述柱梁模板的外侧设置有柱箍杆,所述柱箍杆为四根,且围成的形状与柱梁模板相同,所述柱箍杆的两侧均设置有长行调节孔,所述长行调节孔的外侧设置有螺母座,所述螺母座的螺纹孔内连接有调节螺杆,所述调节螺杆的前端安装有防滑垫,所述防滑垫与固定螺栓相接触,所述固定螺栓设置在长行调节孔内。A concrete column hoop reinforcement structure of the present utility model comprises a column beam formwork, a column hoop bar, a reinforced back rib, a fixing bolt, an adjusting screw, a nut seat, and an anti-slip pad; the outer wall of the column beam formwork is provided with There are several reinforced back ribs, and there are four column hoops on the outside of the column beam formwork, and the shape of the column hoops is the same as that of the column beam formwork. There are long rows of adjustment holes, the outer side of the long row of adjustment holes is provided with a nut seat, the threaded hole of the nut seat is connected with an adjustment screw, and the front end of the adjustment screw is equipped with an anti-slip pad, and the anti-slip pad is connected with the fixing bolt In contact with each other, the fixing bolts are arranged in the long row of adjusting holes.
作为优选,所述防滑垫的内部设置有加强铁片。Preferably, a reinforcing iron sheet is arranged inside the anti-skid pad.
作为优选,所述加强式背肋为L形,其能增加接触面积,提高加固性能。Preferably, the reinforced back rib is L-shaped, which can increase the contact area and improve the reinforcement performance.
与现有技术相比,本实用新型的有益效果为:便于实现快速调节与固定,使用方便,操作简便,同时提高了强度。Compared with the prior art, the utility model has the beneficial effects of being convenient to realize quick adjustment and fixation, convenient to use and easy to operate, and meanwhile improving the strength.
附图说明:Description of drawings:
为了易于说明,本实用新型由下述的具体实施及附图作以详细描述。For ease of illustration, the utility model is described in detail by the following specific implementation and accompanying drawings.
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图中:1-柱梁模板;2-柱箍杆;3-加强式背肋;4-固定螺栓;5-调节螺杆;6-螺母座;7-防滑垫。In the figure: 1-column beam template; 2-column hoop; 3-reinforced back rib; 4-fixing bolt; 5-adjusting screw; 6-nut seat; 7-anti-skid pad.
具体实施方式:Detailed ways:
为使本实用新型的目的、技术方案和优点更加清楚明了,下面通过附图中示出的具体实施例来描述本实用新型。但是应该理解,这些描述只是示例性的,而并非要限制本实用新型的范围。此外,在以下说明中,省略了对公知结构和技术的描述,以避免不必要地混淆本实用新型的概念。In order to make the purpose, technical solution and advantages of the utility model clearer, the utility model is described below through specific embodiments shown in the accompanying drawings. However, it should be understood that these descriptions are only exemplary and not intended to limit the scope of the present invention. In addition, in the following description, descriptions of known structures and technologies are omitted to avoid unnecessarily confusing the concept of the present invention.
如图1所示,本具体实施方式采用以下技术方案:它包含柱梁模板1、柱箍杆2、加强式背肋3、固定螺栓4、调节螺杆5、螺母座6、防滑垫7;所述柱梁模板1的外侧壁上设置有数个加强式背肋3,所述柱梁模板1的外侧设置有柱箍杆2,所述柱箍杆2为四根,且围成的形状与柱梁模板1相同,所述柱箍杆2的两侧均设置有长行调节孔21,所述长行调节孔21的外侧设置有螺母座6,所述螺母座6的螺纹孔内连接有调节螺杆5,所述调节螺杆5的前端安装有防滑垫7,所述防滑垫7与固定螺栓4相接触,所述固定螺栓4设置在长行调节孔21内。As shown in Figure 1, this specific embodiment adopts the following technical solutions: it includes a column beam formwork 1, a column hoop bar 2, a reinforced back rib 3, a fixing bolt 4, an adjusting screw rod 5, a nut seat 6, and an anti-skid pad 7; Several reinforced back ribs 3 are arranged on the outer wall of the column and beam formwork 1, and column hoops 2 are arranged on the outer side of the column and beam formwork 1. The beam template 1 is the same, both sides of the column hoop 2 are provided with long rows of adjustment holes 21, and the outside of the long row of adjustment holes 21 is provided with a nut seat 6, and the threaded hole of the nut seat 6 is connected with an adjustment Screw rod 5 , the front end of the adjusting screw rod 5 is provided with an anti-skid pad 7 , and the anti-skid pad 7 is in contact with the fixing bolt 4 , and the fixing bolt 4 is arranged in the long row of adjusting holes 21 .
进一步的,所述防滑垫7的内部设置有加强铁片。Further, the inside of the anti-skid pad 7 is provided with reinforcing iron sheets.
进一步的,所述加强式背肋3为L形,其能增加接触面积,提高加固性能。Further, the reinforced back rib 3 is L-shaped, which can increase the contact area and improve the reinforcement performance.
本具体实施方式的工作原理为:在使用时,通过选择或者制作柱梁模板1来实现浇筑,然后通过加强式背肋3实现加强固定,接着通过柱箍杆2围成的柱箍来实现固定,在固定时,先通过固定螺栓4实现四根柱箍杆2连接,然后通过转动调节螺杆5来实现固定螺栓4的固定,且经过防滑垫7实现防滑式固定,能提高安全性性,且长行调节孔能实现角度与框架大小的调节,加强式背肋3能提高接触面积,且强度高,不易出现柱模板暴模、涨模、漏浆及蜂窝麻面现象。The working principle of this specific embodiment is: when in use, the pouring is realized by selecting or making the column beam formwork 1, and then the reinforced back rib 3 is used to strengthen and fix, and then the column hoop surrounded by the column hoop bar 2 is used to realize the fixation , when fixing, first realize the connection of four column hoop rods 2 through the fixing bolt 4, and then realize the fixing of the fixing bolt 4 by rotating the adjusting screw rod 5, and realize the non-slip fixing through the anti-skid pad 7, which can improve safety, and The long row of adjustment holes can realize the adjustment of the angle and the size of the frame. The reinforced back rib 3 can increase the contact area, and has high strength.
在本实用新型的描述中,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”、“固定”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或成一体;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或两个元件的相互作用关系。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本实用新型中的具体含义。In the description of the present utility model, unless otherwise clearly stipulated and limited, the terms "installation", "connection", "connection" and "fixation" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection. Connection, or integration; it can be mechanical connection or electrical connection; it can be direct connection or indirect connection through an intermediary, and it can be the internal communication of two components or the interaction relationship between two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present utility model in specific situations.
本实用新型使用到的标准零件均可以从市场上购买,异形件根据说明书的和附图的记载均可以进行订制,各个零件的具体连接方式均采用现有技术中成熟的螺栓、铆钉、焊接等常规手段,机械、零件和设备均采用现有技术中,常规的型号,加上电路连接采用现有技术中常规的连接方式,在此不再详述。The standard parts used in the utility model can be purchased from the market, and the special-shaped parts can be customized according to the instructions and the records of the drawings. The specific connection methods of each part adopt mature bolts, rivets, welding Conventional means, machinery, parts and equipment all adopt conventional models in the prior art, and circuit connections adopt conventional connection methods in the prior art, which will not be described in detail here.
对于本领域技术人员而言,显然本实用新型不限于上述示范性实施例的细节,而且在不背离本实用新型的精神或基本特征的情况下,能够以其他的具体形式实现本实用新型。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本实用新型的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本实用新型内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, no matter from all points of view, the embodiments should be regarded as exemplary and non-restrictive, and the scope of the present invention is defined by the appended claims rather than the above description, so it is intended to fall within the scope of the claims All changes within the meaning and range of equivalents of the required elements are included in the present invention. Any reference sign in a claim should not be construed as limiting the claim concerned.
此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以经适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described according to implementation modes, not each implementation mode only contains an independent technical solution, and this description in the specification is only for clarity, and those skilled in the art should take the specification as a whole , the technical solutions in the various embodiments can also be properly combined to form other implementations that can be understood by those skilled in the art.
Claims (3)
- A kind of 1. concrete column tie ruggedized construction, it is characterised in that:It includes post beam forms, tie bar, heavier-duty back rib, solid Determine bolt, adjusting screw rod, nut seat, slipmat;Several heavier-duty back ribs are provided with the lateral wall of the post beam forms, it is described Tie bar is provided with the outside of post beam forms, the tie bar is four, and the shape surrounded is identical with post beam forms, the post The both sides of hoop bar are provided with long row adjustment hole, and nut seat, the spiral shell of the nut seat are provided with the outside of the long row adjustment hole Adjusting screw rod is connected with pit, the front end of the adjusting screw rod is provided with slipmat, and the slipmat connects with fixing bolt Touch, the fixing bolt is arranged in long row adjustment hole.
- A kind of 2. concrete column tie ruggedized construction according to claim 1, it is characterised in that:The inside of the slipmat It is provided with reinforcement iron plate.
- A kind of 3. concrete column tie ruggedized construction according to claim 1, it is characterised in that:The heavier-duty back rib is L-shaped.
Priority Applications (1)
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CN201720929127.0U CN207063521U (en) | 2017-07-19 | 2017-07-19 | A kind of concrete column tie ruggedized construction |
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CN201720929127.0U CN207063521U (en) | 2017-07-19 | 2017-07-19 | A kind of concrete column tie ruggedized construction |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
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- 2017-07-19 CN CN201720929127.0U patent/CN207063521U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115467513A (en) * | 2022-09-15 | 2022-12-13 | 长春建工集团有限公司 | Concrete column formwork support tool |
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Granted publication date: 20180302 Termination date: 20180719 |