CN204594987U - Improved vertical contact method concrete shrinkage measuring instrument - Google Patents
Improved vertical contact method concrete shrinkage measuring instrument Download PDFInfo
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- CN204594987U CN204594987U CN201520311095.9U CN201520311095U CN204594987U CN 204594987 U CN204594987 U CN 204594987U CN 201520311095 U CN201520311095 U CN 201520311095U CN 204594987 U CN204594987 U CN 204594987U
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Abstract
Description
技术领域technical field
本实用新型涉及一种混凝土干缩测量仪,尤其涉及一种改进型立式接触法混凝土干缩测量仪。The utility model relates to a concrete drying shrinkage measuring instrument, in particular to an improved vertical contact method concrete drying shrinkage measuring instrument.
背景技术Background technique
目前测量混凝土干缩的仪器共有三种,即弓形螺旋测微仪、比长仪和卧式混凝土干缩仪。这些仪器虽然有机械式或电子式,测量方式都大同小异,均是将试件摆在仪器上,然后用仪器对准混凝土干缩试件两端的金属头,进行读数。At present, there are three kinds of instruments for measuring concrete drying shrinkage, namely bow-shaped screw micrometer, specific length meter and horizontal concrete drying shrinkage meter. Although these instruments have mechanical or electronic types, the measurement methods are similar. They all place the test piece on the instrument, and then use the instrument to align the metal heads at both ends of the concrete drying shrinkage test piece for reading.
因为混凝土干缩试验对环境要求较高,因此在进行测试时不能在干缩室直接进行测量。依据目前现有的测量设备,在测量混凝土干缩时需要将试件从恒温干缩室中取出放在仪器上读数。这样就会出现以下几点问题,会影响测量数据的精确度。Because the concrete drying shrinkage test has high environmental requirements, it cannot be directly measured in the drying shrinkage chamber during the test. According to the existing measuring equipment at present, when measuring the shrinkage of concrete, it is necessary to take the specimen out of the constant temperature shrinkage chamber and place it on the instrument for reading. In this way, the following problems will appear, which will affect the accuracy of the measurement data.
1、由于混凝土干缩试件较大,每块都在12KG左右,因此试件较重,此外每组要有3块试件,所以搬动试件的工作量会很繁重。1. Due to the large concrete drying shrinkage test pieces, each piece is about 12KG, so the test pieces are heavy. In addition, each group must have 3 test pieces, so the workload of moving the test pieces will be very heavy.
2、混凝土干缩试件最大长度有51.5cm,因此试件较大,在搬动试件时难免会出现磕碰情况,如果将混凝土试件两端的金属探头碰坏,则该试件将报废,对试验数据极大造成损失。又因为混凝土干缩试验要求精度较高(测量精度为0.01mm),所以即使一些微小的触碰变形,均会影响到试验结果的精确度。2. The maximum length of the concrete shrinkage test piece is 51.5cm, so the test piece is relatively large, and bumps will inevitably occur when moving the test piece. If the metal probes at both ends of the concrete test piece are damaged, the test piece will be scrapped. Great loss of test data. And because the concrete drying shrinkage test requires high precision (the measurement precision is 0.01mm), so even some tiny touch deformations will affect the accuracy of the test results.
3、因为目前测量混凝土干缩的仪器均是对试件两端的探头进行测量,所以在成型试件时需要预埋金属探头。但是在实际操作过程中,探头的预埋深度较难控制,容易出现预埋过浅或过深的现象。如果过浅,则试件整体长度过长,容易超出测量范围,且由于预埋过浅,混凝土包裹不充分,会出现探头脱落的现象;若过深,探头会被混凝土全部包裹住,测量仪器则无法接触到探头,从而无法进行测量。3. Because the current instruments for measuring concrete shrinkage measure the probes at both ends of the specimen, it is necessary to pre-embed metal probes when forming the specimen. However, in the actual operation process, it is difficult to control the pre-embedded depth of the probe, and it is easy to appear that the pre-embedded depth is too shallow or too deep. If it is too shallow, the overall length of the specimen is too long, which is easy to exceed the measurement range, and the probe will fall off due to the shallow pre-embedding and insufficient concrete wrapping; if it is too deep, the probe will be completely wrapped by the concrete, and the measuring instrument The probe cannot be accessed and measurements cannot be made.
实用新型内容Utility model content
为解决上述技术问题,本实用新型提供了一种改进型立式接触法混凝土干缩测量仪,该改进型立式接触法混凝土干缩测量仪不需要预埋金属探头,避免了金属探头安装时带来的误差,减少了原试验仪器在搬运过程中变形带来的误差,不需要精度校准,准确的测量出试验数据。In order to solve the above technical problems, the utility model provides an improved vertical contact method concrete drying shrinkage measuring instrument, the improved vertical contact method concrete drying shrinkage measuring instrument does not need to embed metal probes, avoiding The error caused by it reduces the error caused by the deformation of the original test instrument during the handling process, does not require precision calibration, and accurately measures the test data.
本实用新型通过以下技术方案得以实现。The utility model is realized through the following technical solutions.
一种改进型立式接触法混凝土干缩测量仪,其特征在于:包括底座、支撑螺杆、安装支架,支撑螺杆垂直固接在底座上,安装支架通过滑套安装在支撑螺杆上,滑套上下两端由锁紧件固定,由锁紧螺钉将千分表固定在安装支架的通孔内。An improved vertical contact method concrete drying shrinkage measuring instrument is characterized in that it includes a base, a supporting screw, and a mounting bracket. The supporting screw is vertically fixed on the base, and the mounting bracket is installed on the supporting screw through a sliding sleeve. Both ends are fixed by locking pieces, and the dial indicator is fixed in the through hole of the mounting bracket by locking screws.
所述安装支架上设置有用于安装千分表的通孔。The mounting bracket is provided with a through hole for mounting a dial indicator.
所述安装支架上沿滑套反方向开有一字型槽,一字型槽穿过通孔中心。A straight groove is formed on the mounting bracket along the opposite direction of the sliding sleeve, and the straight groove passes through the center of the through hole.
所述安装支架上一字型槽末端采用锁紧螺钉将一字型槽锁紧。Locking screws are used at the end of the slot on the mounting bracket to lock the slot.
所述锁紧件为螺母。The locking element is a nut.
所述底座底端四角设置有支脚。Four corners at the bottom of the base are provided with feet.
本实用新型的有益效果是:The beneficial effects of the utility model are:
与现有技术相比,本实用新型提供的立式接触法混凝土干缩测量仪相对于传统的仪具有以下有点:Compared with the prior art, the vertical contact method concrete drying shrinkage measuring instrument provided by the utility model has the following advantages compared with the traditional instrument:
1、由于试件是直接抵放在底板上,没有金属探头,所以测量精度更高。1. Since the test piece is directly placed on the bottom plate without metal probes, the measurement accuracy is higher.
2、由于试件是垂直立放在底板上,在试件自身重量作用下,试件端部与底板抵靠更加充分。2. Since the test piece is vertically placed on the bottom plate, under the action of the test piece’s own weight, the end of the test piece is more fully in contact with the bottom plate.
3、由于试件是固定放在底板上,因此不需因长期试用而进行精度校准。3. Since the test piece is fixed on the bottom plate, there is no need for precision calibration for long-term trial use.
附图说明Description of drawings
图1是本实用新型主视图。Fig. 1 is a front view of the utility model.
图2是本实用新型的俯视图.Figure 2 is a top view of the utility model.
图3是本实用新型装上混凝土干缩试件后的主视图。Fig. 3 is the front view of the utility model after the concrete drying shrinkage test piece is installed.
图中:1-底板,2-支撑螺杆,3-安装支架,4-锁紧件,5-锁紧螺钉,6-千分表,7-支脚,8-一字型槽,9-通孔,10-玻璃板,11-混凝土干缩试件,12-滑套。In the figure: 1-base plate, 2-supporting screw, 3-installation bracket, 4-locking piece, 5-locking screw, 6-dial indicator, 7-foot, 8-slot, 9-through hole , 10-glass plate, 11-concrete shrinkage test piece, 12-sliding sleeve.
具体实施方式Detailed ways
下面进一步描述本实用新型的技术方案,但要求保护的范围并不局限于所述。The technical solution of the utility model is further described below, but the scope of protection is not limited to the description.
本实用新型提供的改进型立式接触法混凝土干缩测量仪,包括底座1、支撑螺杆2、安装支架3,其特征在于:支撑螺杆2垂直固接在底座1上,安装支架3通过滑套12安装在支撑螺杆2上,滑套12上下两端由锁紧件4固定,由锁紧螺钉5将千分表6固定在安装支架3的通孔9内。由千分表的读书得出混凝土试件的变化值。The improved vertical contact method concrete drying shrinkage measuring instrument provided by the utility model includes a base 1, a supporting screw 2, and a mounting bracket 3, and is characterized in that: the supporting screw 2 is vertically fixed on the base 1, and the mounting bracket 3 passes through a sliding sleeve 12 is installed on the supporting screw rod 2, the upper and lower ends of the sliding sleeve 12 are fixed by the locking member 4, and the dial indicator 6 is fixed in the through hole 9 of the mounting bracket 3 by the locking screw 5. The change value of the concrete specimen can be obtained from the reading of the dial gauge.
所述安装支架上设置有用于安装千分表6的通孔9。便于千分表6的安装。The mounting bracket is provided with a through hole 9 for mounting the dial indicator 6 . Easy to install dial indicator 6.
所述安装支架3上沿滑套反方向开有一字型槽8,一字型槽8穿过通孔9中心。一字型槽8末端采用锁紧螺钉5将一字型槽8锁紧。便于千分表6的固定。A glyph groove 8 is formed on the mounting bracket 3 along the opposite direction of the sliding sleeve, and the glyph groove 8 passes through the center of the through hole 9 . The end of the inline groove 8 adopts locking screw 5 to lock the inline groove 8. It is convenient to fix the dial gauge 6.
为了更好的调整安装支架3,所述锁紧件4为螺母。In order to better adjust the mounting bracket 3, the locking member 4 is a nut.
所述底座1底端四角设置有支脚7。使测量仪放置更加平稳,减轻了测量仪的重量。The bottom four corners of the base 1 are provided with feet 7 . The measuring instrument is placed more stably and the weight of the measuring instrument is reduced.
在进行混凝土干缩试验时,先将改进型立式接触法混凝土干缩仪支架放在恒温干缩室中,再将混凝土干缩试件垂直立在底座1上,然后将玻璃片10放在试件11上,之后将固定旋钮4调制玻璃片10上方约3CM处,随后将千分表6从固定旋钮4中插入,抵住玻璃片10,将固定旋钮4拧紧,到龄期时观察千分表6进行读数,通过读书可以准确的测量出混凝土干缩试件的变化值。When conducting the concrete drying shrinkage test, first place the bracket of the improved vertical contact method concrete drying shrinkage tester in the constant temperature drying shrinkage chamber, then vertically stand the concrete drying shrinkage test piece on the base 1, and then place the glass sheet 10 on the On the test piece 11, adjust the fixed knob 4 to about 3 cm above the glass sheet 10, then insert the dial indicator 6 from the fixed knob 4, press against the glass sheet 10, tighten the fixed knob 4, and observe the dial gauge 6 when it reaches the age. Take the reading in Table 6, and the change value of the concrete drying shrinkage test piece can be accurately measured by reading.
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| CN201520311095.9U CN204594987U (en) | 2015-05-14 | 2015-05-14 | Improved vertical contact method concrete shrinkage measuring instrument |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105180745A (en) * | 2015-10-10 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Sliding concrete prism method alkali activity micrometer |
| CN105717283A (en) * | 2016-01-28 | 2016-06-29 | 山东大学 | Cement mortar drying shrinkage testing frame and testing method |
| CN106969693A (en) * | 2017-03-24 | 2017-07-21 | 北京科技大学 | A kind of expansion filling body test block expansion rate determines device |
| CN107514963A (en) * | 2017-08-25 | 2017-12-26 | 中国电建集团贵阳勘测设计研究院有限公司 | Concrete carbonization degree of depth apparatus |
-
2015
- 2015-05-14 CN CN201520311095.9U patent/CN204594987U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105180745A (en) * | 2015-10-10 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Sliding concrete prism method alkali activity micrometer |
| CN105717283A (en) * | 2016-01-28 | 2016-06-29 | 山东大学 | Cement mortar drying shrinkage testing frame and testing method |
| CN106969693A (en) * | 2017-03-24 | 2017-07-21 | 北京科技大学 | A kind of expansion filling body test block expansion rate determines device |
| CN106969693B (en) * | 2017-03-24 | 2020-02-07 | 北京科技大学 | Expansion rate measuring device for test block of expansion filling body |
| CN107514963A (en) * | 2017-08-25 | 2017-12-26 | 中国电建集团贵阳勘测设计研究院有限公司 | Concrete carbonization degree of depth apparatus |
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Granted publication date: 20150826 |