CN203373997U - Guide rail type steel strand limiting tool - Google Patents
Guide rail type steel strand limiting tool Download PDFInfo
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- CN203373997U CN203373997U CN201320314617.1U CN201320314617U CN203373997U CN 203373997 U CN203373997 U CN 203373997U CN 201320314617 U CN201320314617 U CN 201320314617U CN 203373997 U CN203373997 U CN 203373997U
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Abstract
本实用新型公开了一种导轨式钢绞线限位工装,属于建筑工程领域。其包括底座,还包括支架、穿线装置,所述支架呈顺时针旋转90°的“L”字形,包括竖直梁和横梁;所述竖直梁垂直固定于底座上;所述横梁内沿长度方向设有导槽;所述导槽的横截面呈“T”字型;所述穿线装置包括水平引导肋板和竖直板,水平引导肋板和竖直板组成“T”字型;所述竖直板上开有通孔;所述水平引导肋板和竖直板组成的“T”字型形状与导槽的横截面的“T”字型相配合。本实用新型采用单独的穿线装置与导轨配合对钢绞线进行限位,可沿导轨自由活动、增减数量,起到防止断裂的钢绞线伤人的作用,且结构简单,施工方便,易于推广。
The utility model discloses a guide rail type steel strand limit tool, which belongs to the field of construction engineering. It includes a base, a bracket, and a threading device. The bracket is in the shape of an "L" rotated clockwise by 90°, and includes a vertical beam and a cross beam; the vertical beam is vertically fixed on the base; the inner length of the cross beam is There is a guide groove in the direction; the cross section of the guide groove is "T"-shaped; the threading device includes a horizontal guide rib and a vertical plate, and the horizontal guide rib and the vertical plate form a "T"shape; The vertical plate is provided with a through hole; the "T" shape formed by the horizontal guide rib plate and the vertical plate is matched with the "T" shape of the cross section of the guide groove. The utility model uses a separate threading device to cooperate with the guide rail to limit the position of the steel strand, which can move freely along the guide rail, increase or decrease the number, and prevent the broken steel strand from hurting people, and has a simple structure, convenient construction, and easy installation. promote.
Description
技术领域 technical field
本发明属于建筑工程领域,更具体地说,是涉及一种导轨式钢绞线限位工装。 The invention belongs to the field of construction engineering, and more specifically relates to a guide rail type steel strand limiter. the
背景技术 Background technique
预应力混凝土经过半个多世纪的发展并随着预应力技术的逐步成熟,已经突破了混凝土不能受拉与开裂的约束,大大扩展了它的应用范围。目前,预应力混凝土已成为国内外桥梁工程最主要的一种结构材料,对于跨度较大的桥梁,所使用的预应力钢材多为钢绞线,但是这类钢材仍有重量大、易锈蚀等弊病,加上钢绞线的张拉过程是在张拉大梁的体外进行,需接受来自千斤顶等液压设备的大吨量的拉力,极易因应力集中等原因而发生崩裂、折断等事故,而反弹的钢丝会对周围的施工工人产生极大的生命危险。有些反弹的钢丝反弹到人的脸上或者身上,轻者会造成皮外伤,重者则可能危及生命。但是现有的设备在设计时只考虑到了怎么样能更好的拉直钢绞线,很少考虑钢绞线断裂后反弹的问题。例如:中国专利号为201220019698.8,公开日为2012年10月3日,公开了一份名称为双向预应力抗疲劳钢梁的专利文件,该发明由钢梁、预应力钢绞线、弧形垫块、平垫块、预应力高强螺栓、螺母、压接锚头、支座加劲板和支座构成。是在钢梁近下翼缘的腹板处用对称布置的两根钢绞线施加钢梁纵向预应力,并在梁全长范围,对称于腹板两侧,以适当间距用高强螺栓对钢梁施加横向预应力。在这双向预应力作用下,钢梁下翼缘在疲劳荷载作用下不进入受拉应力状态,腹板在轮压产生的剪力作用下斜截面主应力也不进入受拉状态,从而确保钢梁翼缘和腹板均不会产生疲劳破坏。从而使得由疲劳承载能力控制的钢梁可有效地利用高强钢材,节约资源,提高安全性,杜绝疲劳破坏。 After more than half a century of development and with the gradual maturity of prestressing technology, prestressed concrete has broken through the constraints that concrete cannot be stretched and cracked, and its application range has been greatly expanded. At present, prestressed concrete has become the most important structural material for bridge projects at home and abroad. For bridges with large spans, the prestressed steel used is mostly steel strands, but this kind of steel is still heavy and easy to rust. Disadvantages, in addition, the tensioning process of the steel strand is carried out outside the body of the tensioned girder, and it needs to accept a large amount of pulling force from hydraulic equipment such as jacks, and it is very easy to crack, break and other accidents due to stress concentration and other reasons. The rebounding steel wire will cause great danger to the lives of the surrounding construction workers. Some rebounded steel wires rebounded on people's faces or bodies, causing skin trauma in mild cases, and life-threatening in severe cases. But the existing equipment only considered how to better straighten the steel strand when designing, and seldom considered the problem of rebounding after the steel strand breaks. For example: the Chinese patent number is 201220019698.8, and the publication date is October 3, 2012. It discloses a patent document named two-way prestressed anti-fatigue steel beam. Blocks, flat pads, prestressed high-strength bolts, nuts, crimped anchor heads, support stiffeners and supports. Two symmetrically arranged steel strands are used to apply the longitudinal prestress of the steel beam at the web near the lower flange of the steel beam, and the steel beam is applied with high-strength bolts at an appropriate distance on both sides of the web symmetrically over the entire length of the beam. Lateral prestress. Under this bidirectional prestressing action, the lower flange of the steel girder does not enter the state of tensile stress under the action of fatigue load, and the principal stress of the oblique section of the web does not enter the state of tension under the shear force generated by the wheel pressure, thus ensuring that the steel Neither the beam flange nor the web will suffer fatigue damage. Therefore, the steel girder controlled by the fatigue bearing capacity can effectively use high-strength steel, save resources, improve safety, and prevent fatigue damage.
又如,中国专利号为02235214.7,公开日为2002年12月25日,公开了一份名称为预应力大跨度实腹钢梁结构体系的专利文件,该发明公开了一种预应力大跨度实腹钢梁结构体系,包括工字形或箱形截面的单跨钢梁或多跨连续钢梁,并在其钢梁腹板的两侧部、沿其长度方向设有相互对称的两组预应力筋,该预应力筋两端部锚固于固定在钢梁上的锚具上。每组预应力筋为一束以上,沿钢梁通长或仅在钢梁承受拉应力较大的部位设置,其可与钢梁腹板平行或与钢梁腹板呈一角度。预应力筋可弯折并穿过翼缘板上的预留孔,其与预应力筋弯折处相对应的钢梁翼缘板和腹板上增焊有加劲筋板。钢结构梁安装就位并固定后,通过对两组预应力筋进行张拉对钢梁施加预应力而构成预应力大跨度实腹钢梁结构体系,可用于梁跨度较大的钢结构建筑或桥梁等。 As another example, the Chinese patent number is 02235214.7, and the publication date is December 25, 2002. It discloses a patent document titled a prestressed large-span solid web steel beam structure system. This invention discloses a prestressed large-span solid The web steel girder structure system includes single-span steel girders or multi-span continuous steel girders with I-shaped or box-shaped cross-sections, and two sets of mutually symmetrical prestressed beams are arranged on both sides of the steel girder web and along its length. The two ends of the prestressed tendon are anchored to the anchors fixed on the steel beam. Each group of prestressed tendons is more than one bundle, which is arranged along the entire length of the steel girder or only at the part of the steel girder that bears a large tensile stress. It can be parallel to the steel girder web or form an angle with the steel girder web. The prestressed tendon can be bent and passed through the reserved hole on the flange plate, and the steel beam flange plate and web plate corresponding to the bending position of the prestressed tendon are welded with a stiffener plate. After the steel structure beam is installed and fixed, the prestressed large-span solid web steel beam structure system is formed by tensioning the two sets of prestressed tendons to form a prestressed large-span solid web steel beam structure system, which can be used for steel structures with large beam spans or bridges etc.
上述钢梁在跨度较大桥梁的制造过程中应用很广泛,其在施工过程中,没有防止钢绞线的因折断而飞起的保护装置,钢绞线是在钢梁体外受拉,且需要工人操作以调整钢绞线的连接部位。还是没有解决若钢绞线发生崩断事故,对工人的生命产生威胁的问题。 The above-mentioned steel girders are widely used in the manufacturing process of bridges with large spans. During the construction process, there is no protection device to prevent the steel strands from flying up due to breakage. The steel strands are pulled outside the steel girder and require Workers operate to adjust the connection parts of steel strands. Still do not solve if the steel strand breakage accident takes place, the problem that the worker's life is threatened. the
发明内容 Contents of the invention
1、要解决的问题1. Problems to be solved
针对现有技术中存在的上述问题,本发明提供了一种导轨式钢绞线限位工装,其采用单独的穿线装置与导轨配合对钢绞线进行限位,可沿导轨自由活动、增减数量,起到防止断裂的钢绞线伤人的作用,且结构简单,施工方便,易于推广。 Aiming at the above-mentioned problems existing in the prior art, the present invention provides a guide rail-type steel strand limit tool, which uses a separate threading device to cooperate with the guide rail to limit the position of the steel strand, and can freely move, increase or decrease along the guide rail Quantity plays a role in preventing broken steel strands from injuring people, and has a simple structure, convenient construction and easy promotion.
2、技术方案 2. Technical solution
为了解决上述问题,本发明所采用的技术方案如下。 In order to solve the above problems, the technical solution adopted by the present invention is as follows.
一种导轨式钢绞线限位工装,包括底座,还包括支架、穿线装置,所述支架呈顺时针旋转90°的“L”字形,包括竖直梁和横梁;所述竖直梁垂直固定于底座上;所述横梁内沿长度方向设有导槽;所述导槽的横截面呈“T”字型;所述穿线装置包括水平引导肋板和竖直板;所述竖直板垂直固定于水平引导肋板底面的中部,水平引导肋板和竖直板组成“T”字型;所述竖直板上开有通孔;所述水平引导肋板和竖直板组成的“T”字型形状与导槽的横截面的“T”字型相配合。 A rail-type steel strand limiter, including a base, a bracket, and a threading device, the bracket is in the shape of an "L" rotated 90° clockwise, and includes a vertical beam and a cross beam; the vertical beam is fixed vertically On the base; there is a guide groove along the length of the beam; the cross section of the guide groove is "T"; the threading device includes a horizontal guide rib and a vertical plate; the vertical plate is vertical Fixed in the middle of the bottom surface of the horizontal guiding rib, the horizontal guiding rib and the vertical plate form a "T" shape; the vertical plate has a through hole; the "T" formed by the horizontal guiding rib and the vertical plate "The font shape is matched with the "T" font of the cross section of the guide groove.
优选地,所述导槽内涂有润滑油。 Preferably, lubricating oil is coated in the guide groove.
优选地,所述竖直板上的通孔为圆孔或方孔。 Preferably, the through holes on the vertical plate are round holes or square holes.
优选地,所述穿线装置的重量为0.5-1kg。 Preferably, the weight of the threading device is 0.5-1 kg.
更优选地,所述支架由不锈钢制作。 More preferably, the bracket is made of stainless steel.
更优选地,所述穿线装置的数量有13-35个。 More preferably, there are 13-35 threading devices.
3、有益效果3. Beneficial effects
采用本发明提供的技术方案,与已有的技术相比,具有如下有益效果: Compared with the existing technology, the technical solution provided by the invention has the following beneficial effects:
(1)本发明导轨式钢绞线限位工装,包括底座、支架、穿线装置,支架上设有导槽,穿线装置与导槽间隙配合,可在槽内自由滑动,其上还设有钢绞线穿过孔,可根据所需张拉的钢绞线的数量选择相应数量的穿线装置,起到防止断裂的钢绞线伤人的作用,且结构简单,施工方便,易于推广; (1) The guide rail type steel strand limit tooling of the present invention includes a base, a bracket, and a threading device. The bracket is provided with a guide groove, and the threading device is matched with the guide groove to slide freely in the groove. Stranded wire passes through the hole, and the corresponding number of threading devices can be selected according to the number of steel strands required to be stretched, which can prevent broken steel strands from hurting people, and has a simple structure, convenient construction, and easy promotion;
(2)本发明的导槽内涂有润滑油,使得穿线装置在导轨间的安装更为顺利; (2) The lubricating oil is coated in the guide groove of the present invention, so that the threading device can be installed more smoothly between the guide rails;
(3)本发明的支架由不锈钢制作,能够有效对断裂的预应力钢绞线起到拦阻作用。 (3) The bracket of the present invention is made of stainless steel, which can effectively block broken prestressed steel strands.
附图说明 Description of drawings
图1为本发明的结构示意图; Fig. 1 is a structural representation of the present invention;
图2为本发明导轨的横截面示意图; Fig. 2 is a schematic cross-sectional view of the guide rail of the present invention;
图3为本发明穿线装置的结构示意图。 Fig. 3 is a schematic structural view of the threading device of the present invention.
图中:1、底座;2、支架;3、穿线装置;4、水平引导肋板;5、竖直板。 In the figure: 1. base; 2. bracket; 3. threading device; 4. horizontal guiding rib; 5. vertical plate.
具体实施方式 Detailed ways
下面结合具体附图对本发明进行详细描述。 The present invention will be described in detail below in conjunction with specific drawings.
如图1、图2、图3所示,一种导轨式钢绞线限位工装,包括底座1,还包括支架2、穿线装置3,支架2呈顺时针旋转90°的“L”字形,包括竖直梁和横梁,竖直梁垂直固定于底座1上,横梁内沿长度方向设有导槽,导槽的横截面呈“T”字型;穿线装置3包括水平引导肋板4和竖直板5,竖直板5垂直固定于水平引导肋板4底面的中部,水平引导肋板4和竖直板5组成“T”字型;竖直板5上开有通孔;水平引导肋板4和竖直板5组成的“T”字型形状与导槽的横截面的“T”字型相配合。
As shown in Fig. 1, Fig. 2 and Fig. 3, a rail-type steel strand limit tooling includes a base 1, a
导槽内涂有润滑油;竖直板5上的通孔为方孔;穿线装置3的重量为0.5-1kg;支架2由不锈钢制作;穿线装置3的数量有22个。
Be coated with lubricating oil in the guide groove; The through hole on the vertical plate 5 is a square hole; The weight of threading device 3 is 0.5-1kg;
使用时,在钢绞线与精轧螺纹的连接处,将该工装横向垂直穿过钢绞线束,使得钢绞线全部处于支架2下面,再根据钢绞线数量选择相应的穿线装置3,并依次安装于支架2横梁上导槽内,再将钢绞线放入穿线装置3上的方孔内。
When in use, at the connection between the steel strand and the finishing thread, the tooling is vertically passed through the steel strand bundle horizontally, so that all the steel strands are under the
实施例1Example 1
一种导轨式钢绞线限位工装,包括底座1,还包括支架2、穿线装置3,支架2呈顺时针旋转90°的“L”字形,包括竖直梁和横梁;竖直梁垂直固定于底座1上;横梁内沿长度方向设有导槽;导槽的横截面呈“T”字型;穿线装置3包括水平引导肋板4和竖直板5;竖直板5垂直固定于水平引导肋板4底面的中部,水平引导肋板4和竖直板5组成“T”字型;竖直板5上开有通孔;水平引导肋板4和竖直板5组成的“T”字型形状与导槽的横截面的“T”字型相配合。导槽内涂有润滑油。竖直板5上的通孔为圆孔或方孔。穿线装置3的重量为0.8kg。支架2由不锈钢制作。穿线装置3的数量有22个。
A rail-type steel strand limiter, including a base 1, a
实施例2Example 2
同实施例1,所不同的是穿线装置3的重量为0.5kg;穿线装置3的数量有35个。 Same as embodiment 1, the difference is that the weight of the threading device 3 is 0.5kg; the quantity of the threading device 3 is 35.
实施例3Example 3
同实施例1,所不同的是穿线装置3的重量为1kg;穿线装置3的数量有13个。 With embodiment 1, difference is that the weight of threading device 3 is 1kg; The quantity of threading device 3 has 13.
以上示意性的对本发明及其实施方式进行了描述,该描述没有限制性,附图中所示的也只是本发明的实施方式之一,实际的结构并不局限于此。所以,如果本领域的普通技术人员受其启示,在不脱离本发明创造宗旨的情况下,不经创造性的设计出与该技术方案相似的结构方式及实施例,均应属于本发明的保护范围。 The above schematically describes the present invention and its implementation, which is not restrictive, and what is shown in the drawings is only one of the implementations of the present invention, and the actual structure is not limited thereto. Therefore, if a person of ordinary skill in the art is inspired by it, without departing from the inventive concept of the present invention, without creatively designing a structural mode and embodiment similar to the technical solution, it shall all belong to the protection scope of the present invention . the
Claims (6)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320314617.1U CN203373997U (en) | 2013-06-04 | 2013-06-04 | Guide rail type steel strand limiting tool |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201320314617.1U CN203373997U (en) | 2013-06-04 | 2013-06-04 | Guide rail type steel strand limiting tool |
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| CN203373997U true CN203373997U (en) | 2014-01-01 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266775A (en) * | 2013-06-04 | 2013-08-28 | 中交二航局第四工程有限公司安徽分公司 | Guide rail type steel strand limit tool |
| CN110485749A (en) * | 2019-09-04 | 2019-11-22 | 陕西省建筑科学研究院有限公司 | A kind of device for positioning and resetting for H profile steel component external prestressing steel strand wires |
-
2013
- 2013-06-04 CN CN201320314617.1U patent/CN203373997U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103266775A (en) * | 2013-06-04 | 2013-08-28 | 中交二航局第四工程有限公司安徽分公司 | Guide rail type steel strand limit tool |
| CN110485749A (en) * | 2019-09-04 | 2019-11-22 | 陕西省建筑科学研究院有限公司 | A kind of device for positioning and resetting for H profile steel component external prestressing steel strand wires |
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