CN203083887U - 管桩抗弯试验装置 - Google Patents
管桩抗弯试验装置 Download PDFInfo
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- CN203083887U CN203083887U CN 201220427610 CN201220427610U CN203083887U CN 203083887 U CN203083887 U CN 203083887U CN 201220427610 CN201220427610 CN 201220427610 CN 201220427610 U CN201220427610 U CN 201220427610U CN 203083887 U CN203083887 U CN 203083887U
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- 238000005452 bending Methods 0.000 title abstract description 6
- 238000005096 rolling process Methods 0.000 claims abstract description 19
- 239000000725 suspension Substances 0.000 claims description 5
- 238000005336 cracking Methods 0.000 description 9
- 238000005259 measurement Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 206010011376 Crepitations Diseases 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicium dioxide Chemical compound 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- 230000002787 reinforcement Effects 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N silicon Chemical compound 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[Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Abstract
本实用新型公开了一种管桩抗弯试验装置，包括：管桩、支板和压力装置，所述支板上设置有固定铰支座和滚动铰支座，所述固定铰支座和滚动铰支座上设置有垫块，所述管桩设置在垫块上，所述压力装置包括分配梁、压力器、多个螺杆、垫板、分配梁滚动铰支座和固定块，所述垫板设置在管桩上，所述分配梁滚动铰支座设置在分配梁和垫板之间，所述压力器设置在分配梁和固定块之间，所述固定块上设置有多个螺杆，所述螺杆底部和支板连接。通过上述方式，本实用新型管桩抗弯试验装置能够精确地对管桩进行抗弯试验，操作方便，结构稳定，工作效率高。
Description
管粧抗弯试验装置技术领域[0001] 本实用新型涉及抗弯试验测试领域，特别是涉及一种管桩抗弯试验装置。背景技术[0002] 预应力混凝土管桩是建筑桩基的一种，承载着数以万计的生命和财产的安全，为了更好的保证管桩的产品质量和使用寿命，对于管桩的规格及预应力钢筋最小配筋要求、端板最小厚度的要求、对有抗冻、抗渗或其他特殊要求的管桩所使用的骨料的要求、硅砂粉、矿渣微粉、粉煤灰、硅灰等掺合料的质量要求、管桩的抗剪性能要求及试验方法和管桩的耐久性要求等都有较高的标准，所以在抗弯试验中对于管桩质量的检测提高了技术要求，急需一种更加科学合理的管桩产品的试验装置。实用新型内容[0003] 本实用新型主要解决的技术问题是提供一种结构简单、测量结果精确、使用方便、工作效率高的管桩抗弯试验装置。[0004]为解决上述技术问题，本实用新型采用的一个技术方案是:提供一种管桩抗弯试验装置，包括:管桩、支板和压力装置，所述支板上设置有固定铰支座和滚动铰支座，所述固定铰支座和滚动铰支座上设置有垫块，所述管桩设置在垫块上，所述压力装置包括分配梁、压力器、多个螺杆、垫板、分配梁滚动铰支座和固定块，所述垫板设置在管桩上，所述分配梁滚动铰支座设置在分配梁和垫板之间，所述压力器设置在分配梁和固定块之间，所述固定块上设置有多个螺杆，所述螺杆底部和支板连接。[0005] 在本实用新型一个较佳实施例中，所述垫块为U型垫块。[0006] 在本实用新型一个较佳实施例中，所述垫板为U型垫板。[0007] 在本实用新型一个较佳实施例中，所述螺杆和固定块螺纹连接。[0008] 在本实用新型一个较佳实施例中，所述压力器为气压缸。[0009] 在本实用新型一个较佳实施例中，所述螺杆的数量为4个。[0010] 在本实用新型一个较佳实施例中，所述分配梁两端设置有吊环。[0011] 在本实用新型一个较佳实施例中，所述垫块之间的中心距为管桩长度的3/5。[0012] 本实用新型的有益效果是:本实用新型管桩抗弯试验装置结构稳定、测量结果精确、使用方便、工作效率高。附图说明[0013] 图1是本实用新型管桩抗弯试验装置一较佳实施例的结构示意图；[0014] 图2是图1所示管桩抗弯试验装置的左视图；[0015] 图3是图1所示管桩抗弯试验装置的俯视图；[0016] 附图中各部件的标记如下:1、管桩，2、支板，3、固定铰支座，4、滚动铰支座，5、垫块，6、分配梁，7、压力器，8、螺杆，9、垫板，10、分配梁滚动铰支座，11、固定块，12、吊环。具体实施方式[0017] 下面结合附图对本实用新型的较佳实施例进行详细阐述，以使本实用新型的优点和特征能更易于被本领域技术人员理解，从而对本实用新型的保护范围做出更为清楚明确的界定。[0018] 请参阅图1、图2和图3，一种管桩抗弯试验装置，包括:管桩1、支板2和压力装置，所述支板2上设置有固定铰支座3和滚动铰支座4，所述固定铰支座3和滚动铰支座4上设置有垫块5，所述管桩I设置在垫块5上，所述压力装置包括分配梁6、压力器7、多个螺杆8、垫板9、分配梁滚动铰支座10和固定块11，所述垫板9设置在管桩2上，所述分配梁滚动铰支座10设置在分配梁6和垫板9之间，所述压力器7设置在分配梁6和固定块11之间，所述固定块11上设置有多个螺杆8，所述螺杆8底部和支板2连接。[0019] 另外，所述垫块5为U型垫块，U型垫块和管桩2接触，U型垫块对管桩2起到承托的作用。[0020] 另外，所述垫板10为U型垫板。[0021 ] 另外，所述压力器I为气压缸，气压缸对管桩2施加压力，使管桩2受力，进而测量管桩2的抗裂弯矩。[0022] 另外，所述螺杆8的数量为4个。[0023] 另外，所述分配梁6两端设置有吊环12，吊环12方便与对分配梁6进行搬运，使用方便。[0024] 另外，所述垫块11之间的中心距为管桩长度的3/5。[0025] 本实用新型的管桩抗弯试验装置的具体工作原理如下:将管桩2放置于垫块5上，调节滚动铰支座4的位置，使垫块5之间的中心距为管桩2长度的3/5，利用气压缸施加压力，对管桩2进行受力加载；加载程序如下:第一步:按抗裂弯矩的20%的级差由零加载至抗裂剪力的80%，每级荷载的持续时间为3分钟，然后按抗裂剪力的10%的级差继续加载至抗裂剪力的100%，每级荷载的持续时间为3分钟，观察是否有裂纹，并记录裂纹宽度；第二步:如果在抗裂弯矩的100%时未出现裂缝，则按抗裂弯矩的5%的级差继续加载至裂缝出现，每级荷载的持续时间为3分钟，测定并记录裂缝宽度；第三步:按极限弯矩的5%的级差继续加载至出现管桩极限状态的检验标志之一为止，每级荷载弯矩的持续时间为3分钟，并观测记录各项读数，当在加载过程中第一次出现裂缝是，应去前一级荷载值作为抗裂荷载实测值；当在规定的荷载持续时间内第一次出现裂缝时，应取本级荷载值与前一集荷载值的平均值作为抗裂荷载实测值；当在规定的荷载持续时间结束后第一次出现裂缝时，应取本级荷载值与前一级荷载的平均值作为极限荷载实测值；根据公式垂直向下加载M=P (3L/5-2a) /4+WL/40 ;垂直向上加载:M=P(3L /5-2a) /4-WL/40 ;水平加载:M=P(3L /5_2a)/4，上述式中M为抗弯弯矩，W为管桩质量，L为管桩长度，P为荷载，a为1/2的加荷跨距。[0026] 区别于现有技术，本实用新型的管桩抗弯试验装置结构稳定、测量结果精确、使用方便、工作效率高。[0027] 以上所述仅为本实用新型的实施例，并非因此限制本实用新型的专利范围，凡是利用本实用新型说明书及附图内容所作的等效结构或等效流程变换，或直接或间接运用在其他相关的技术领域，均同理包括在本实用新型的专利保护范围内。
Claims (7)
1.一种管桩抗弯试验装置，其特征在于，包括:管桩、支板和压力装置，所述支板上设置有固定铰支座和滚动铰支座，所述固定铰支座和滚动铰支座上设置有垫块，所述管桩设置在垫块上，所述压力装置包括分配梁、压力器、多个螺杆、垫板、分配梁滚动铰支座和固定块，所述垫板设置在管桩上，所述分配梁滚动铰支座设置在分配梁和垫板之间，所述压力器设置在分配梁和固定块之间，所述固定块上设置有多个螺杆，所述螺杆底部和支板连接，所述螺杆和固定块螺纹连接。
2.根据权利要求1所述的管桩抗弯试验装置，其特征在于，所述垫块为U型垫块。
3.根据权利要求1所述的管桩抗弯试验装置，其特征在于，所述垫板为U型垫板。
4.根据权利要求1所述的管桩抗弯试验装置，其特征在于，所述压力器为气压缸。
5.根据权利要求1所述的管桩抗弯试验装置，其特征在于，所述螺杆的数量为4个。
6.根据权利要求1所述的管桩抗弯试验装置，其特征在于，所述分配梁两端设置有吊环。
7.根据权利 要求1所述的管桩抗弯试验装置，其特征在于，所述垫块之间的中心距为管桩长度的3/5。
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104372810A (zh) * | 2014-12-09 | 2015-02-25 | 长安大学 | 一种模拟桩基抗弯性能的试验装置 |
| CN104594397A (zh) * | 2015-01-30 | 2015-05-06 | 昆山市建设工程质量检测中心 | 可拆卸式管桩抗弯试验装置 |
| CN106596287A (zh) * | 2016-11-01 | 2017-04-26 | 同济大学 | 工具式砌体抗弯强度试验侧向加载装置 |
| CN106703089A (zh) * | 2017-03-16 | 2017-05-24 | 宁波大学 | 管桩抗弯试验装置 |
| CN108444810A (zh) * | 2018-02-27 | 2018-08-24 | 江西鸿基管桩有限公司 | 一种上开放式管桩抗弯试验装置 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104372810A (zh) * | 2014-12-09 | 2015-02-25 | 长安大学 | 一种模拟桩基抗弯性能的试验装置 |
| CN104594397A (zh) * | 2015-01-30 | 2015-05-06 | 昆山市建设工程质量检测中心 | 可拆卸式管桩抗弯试验装置 |
| CN104594397B (zh) * | 2015-01-30 | 2016-07-06 | 昆山市建设工程质量检测中心 | 可拆卸式管桩抗弯试验装置 |
| CN106596287A (zh) * | 2016-11-01 | 2017-04-26 | 同济大学 | 工具式砌体抗弯强度试验侧向加载装置 |
| CN106596287B (zh) * | 2016-11-01 | 2019-11-29 | 同济大学 | 工具式砌体抗弯强度试验侧向加载装置 |
| CN106703089A (zh) * | 2017-03-16 | 2017-05-24 | 宁波大学 | 管桩抗弯试验装置 |
| CN106703089B (zh) * | 2017-03-16 | 2018-08-14 | 宁波大学 | 管桩抗弯试验装置 |
| CN108444810A (zh) * | 2018-02-27 | 2018-08-24 | 江西鸿基管桩有限公司 | 一种上开放式管桩抗弯试验装置 |
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