CN217211450U - A large bridge crane load test device - Google Patents
A large bridge crane load test device Download PDFInfo
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- CN217211450U CN217211450U CN202220486326.XU CN202220486326U CN217211450U CN 217211450 U CN217211450 U CN 217211450U CN 202220486326 U CN202220486326 U CN 202220486326U CN 217211450 U CN217211450 U CN 217211450U
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Abstract
Description
技术领域technical field
本实用新型属于起重设备安装技术领域,具体涉及一种大型桥机荷载试验装置。The utility model belongs to the technical field of hoisting equipment installation, in particular to a large-scale bridge crane load test device.
背景技术Background technique
在大型桥机荷载试验时,一般选用钢筋作为试验荷载(建筑行业钢筋用量大,桥机荷载试验完后钢筋还能继续使用,节约成本,同时方便配重),通常制作一个临时吊装平台,试验时将钢筋堆放到平台上,平台与桥机大钩通过钢丝绳连接。桥机荷载试验次数多,每次增加(或减少)荷载都需将钢丝绳摘除,荷载加完后又需将钢丝绳恢复,然后再进行试验。常规荷载试验工序繁琐,工作效率低,随着荷载的逐渐增加,钢丝绳容易与钢筋发生刮擦,存在安全隐患。In the load test of large bridge cranes, steel bars are generally used as the test load (the amount of steel bars in the construction industry is large, and the steel bars can continue to be used after the bridge crane load test is completed, which saves costs and facilitates counterweights). Usually, a temporary hoisting platform is made for the test. When stacking steel bars on the platform, the platform and the hook of the bridge crane are connected by wire ropes. The load test of the bridge machine is many times. Each time the load is increased (or decreased), the wire rope needs to be removed. After the load is added, the wire rope needs to be restored, and then the test is carried out. The conventional load test procedure is cumbersome and the work efficiency is low. With the gradual increase of the load, the steel wire rope is easily scratched with the steel bar, and there is a potential safety hazard.
发明内容SUMMARY OF THE INVENTION
本实用新型要解决的技术问题是传统大型桥机荷载试验工序繁琐效率低且存在安全隐患。The technical problem to be solved by the utility model is that the traditional large-scale bridge crane load test procedure is cumbersome and inefficient, and there is a potential safety hazard.
为解决上述技术问题,本实用新型提供一种大型桥机荷载试验装置,包括:箱型梁、吊耳板、加强板、吊耳板加强件、若干个平台、两个支撑件、若干个斜支撑、若干个侧挡、轴销、加强筋;所述两个加强板与箱型梁两侧固定连接,两个所述吊耳板分别与箱型梁固定连接,所述加强筋再与加强板和箱型梁连接,两个所述吊耳板中间有吊钩并通过轴销固定;所述吊耳板加强件一端分别与吊耳板左右两侧固定连接,另一端与箱型梁固定连接,所述若干平台均匀分布固定在箱型梁上表面,每个平台两端为侧挡与平台垂直连接,平台下面与箱型梁之间有斜支撑固定连接,所述斜支撑与平台连接处连接有支撑件,支撑件由钢支墩支撑。In order to solve the above-mentioned technical problems, the utility model provides a large-scale bridge machine load test device, including: a box beam, a lifting lug plate, a reinforcing plate, a lifting lug plate reinforcement, several platforms, two support members, several inclined Supports, several side blocks, axle pins, and reinforcing ribs; the two reinforcing plates are fixedly connected to both sides of the box beam, the two lifting lug plates are respectively fixedly connected to the box beam, and the reinforcing ribs are then connected to the reinforcement The plate is connected to the box beam, and the two lifting lug plates have hooks in the middle and are fixed by shaft pins; one end of the lifting lug plate reinforcement is fixedly connected to the left and right sides of the lifting lug plate, and the other end is fixed to the box beam Connection, the several platforms are evenly distributed and fixed on the upper surface of the box beam, the two ends of each platform are vertically connected to the platform by side blocks, and there is an oblique support fixed connection between the bottom of the platform and the box beam, and the oblique support is connected to the platform A support is connected at the place, and the support is supported by a steel buttress.
进一步地,所述平台由十个工字钢构成,十个工字钢间等间距设置。Further, the platform is composed of ten I-beams, and the ten I-beams are arranged at equal intervals.
进一步地,所述支撑件为工字形结构。Further, the support member is an I-shaped structure.
进一步地,所述斜支撑与平台之间的夹角为45度。Further, the included angle between the inclined support and the platform is 45 degrees.
进一步地,所述吊耳板加强件与平台之间的夹角为60度。Further, the included angle between the lifting lug plate reinforcement and the platform is 60 degrees.
本实用新型的有益效果:本实用新型的一种大型桥机荷载试验装置,其结构简单,制作方便,可重复使用,在箱型梁上用工字钢横向敷设平台,工字钢与箱型梁焊接固定,在工字钢两端头焊接侧挡,有利于钢筋堆放和防止滑落,能很好的保护钢筋不变形,同时安全可靠。Beneficial effects of the utility model: a large-scale bridge machine load test device of the utility model has a simple structure, is convenient to manufacture, and can be used repeatedly. Welding and fixing, welding side blocks at both ends of the I-beam, is conducive to the stacking of steel bars and prevents them from slipping, which can well protect the steel bars from deformation, and is safe and reliable at the same time.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. It is obvious to those skilled in the art that In other words, on the premise of no creative work, other drawings can also be obtained based on these drawings.
图1是本实用新型的一种大型桥机荷载试验装置的(主视)结构示意图。Figure 1 is a schematic structural diagram (front view) of a large-scale bridge crane load test device of the present invention.
图2是图1的A向剖视结构示意图。FIG. 2 is a schematic cross-sectional structural diagram taken along the line A of FIG. 1 .
图3是图1的B向结构示意图。FIG. 3 is a schematic diagram of the B-direction structure of FIG. 1 .
图中:1-箱型梁,2-吊耳板,3-加强板,4-吊耳板加强件,5-平台,6-支撑件,7-斜支撑,8侧挡,9-轴销,10-加强筋,11-吊钩,12-钢支墩。In the picture: 1-box beam, 2-lifting lug plate, 3-reinforcing plate, 4-lifting lug plate reinforcement, 5-platform, 6-support, 7-oblique support, 8-side stop, 9-shaft pin , 10- stiffener, 11- hook, 12- steel buttress.
具体实施方式Detailed ways
在本实用新型的描述中,还需要说明的是,除非另有明确的规定和限定,术语 “相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,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。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本发明中的具体含义。In the description of the present utility model, it should also be noted that, unless otherwise expressly specified and limited, the terms "connected" and "connected" should be understood in a broad sense, for example, it may be a fixed connection or a detachable connection, Or integrally connected; it can be a mechanical connection, a direct connection, an indirect connection through an intermediate medium, or an internal communication between two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific situations.
如图1-3所示,一种大型桥机荷载试验装置,包括:箱型梁1(长10m、宽1m、高1.5m、厚20mm的钢板)、吊耳板2、加强板3、吊耳板加强件4、若干个平台5(I63工字钢)、若干个支撑件6(I28工字钢)、若干个斜支撑7、若干个侧挡8(16槽钢)、轴销9、加强筋10;所述两个加强板3与箱型梁1两侧固定连接,两个所述吊耳板2分别与箱型梁1和加强筋10固定连接,所述加强筋10分别与加强板3和箱型梁1连接,两个所述吊耳板2中间有吊钩11并通过轴销9固定;所述吊耳板加强件4一端分别与吊耳板2左右两侧固定连接,另一端与箱型梁1固定连接,所述若干平台5均匀分布固定在箱型梁1上表面,每个平台5两端为侧挡8与平台5垂直连接,平台5下面与箱型梁1之间有斜支撑7固定连接,所述斜支撑7与平台5连接处连接有支撑件6,支撑件6由钢支墩12支撑。As shown in Figure 1-3, a large-scale bridge machine load test device includes: box beam 1 (steel plate with a length of 10m, a width of 1m, a height of 1.5m, and a thickness of 20mm), a
优选的,所述平台5由十个工字钢构成,十个工字钢间等间距设置。Preferably, the
优选的,所述支撑件6为工字形结构。Preferably, the support member 6 is an I-shaped structure.
优选的,所述斜支撑7与平台5之间的夹角为45度。Preferably, the angle between the inclined support 7 and the
优选的,所述吊耳板加强件4与平台5之间的夹角为60度。Preferably, the included angle between the lifting lug plate reinforcement 4 and the
使用时,先将所述大型桥机荷载试验工具摆放到桥机下方,将桥机吊钩11落放到该工具的两个吊耳板2之间,调整吊钩11位置与吊耳板2上的轴孔对正后穿入轴销9,轴销9穿到位后通过轴两端通孔用插销锁定,然后指挥桥机将所述工具吊起检查无异常后落回地面,在箱型梁1两侧边的支撑件6下面沿纵向分别用四个钢支墩12进行支撑,防止平台5侧翻,最后,用汽车吊配将钢筋分别吊放到箱型梁1两侧边的平台5上,钢筋尽量按对称堆放,堆放荷载满足要求后进行试验。When using, first place the large bridge crane load test tool under the bridge crane, drop the
上面结合附图对本实用新型的实施方式进行了详细说明,但本实用新型并不限于上述实施方式,在本领域的技术人员所具备的知识范围内,还可以对其做出种种变化。The embodiments of the present utility model have been described in detail above with reference to the accompanying drawings, but the present utility model is not limited to the above-mentioned embodiments, and various changes can also be made within the knowledge scope possessed by those skilled in the art.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220486326.XU CN217211450U (en) | 2022-03-08 | 2022-03-08 | A large bridge crane load test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220486326.XU CN217211450U (en) | 2022-03-08 | 2022-03-08 | A large bridge crane load test device |
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| Publication Number | Publication Date |
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| CN217211450U true CN217211450U (en) | 2022-08-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220486326.XU Withdrawn - After Issue CN217211450U (en) | 2022-03-08 | 2022-03-08 | A large bridge crane load test device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114577501A (en) * | 2022-03-08 | 2022-06-03 | 中国水利水电第十四工程局有限公司 | Large bridge crane load test device |
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2022
- 2022-03-08 CN CN202220486326.XU patent/CN217211450U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114577501A (en) * | 2022-03-08 | 2022-06-03 | 中国水利水电第十四工程局有限公司 | Large bridge crane load test device |
| CN114577501B (en) * | 2022-03-08 | 2025-08-01 | 中国水利水电第十四工程局有限公司 | Large-scale bridge crane load test device |
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Granted publication date: 20220816 Effective date of abandoning: 20250801 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20220816 Effective date of abandoning: 20250801 |
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