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CN104198684B - Concrete transmission performance test system and method - Google Patents

Concrete transmission performance test system and method Download PDF

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CN104198684B
CN104198684B CN201410439247.3A CN201410439247A CN104198684B CN 104198684 B CN104198684 B CN 104198684B CN 201410439247 A CN201410439247 A CN 201410439247A CN 104198684 B CN104198684 B CN 104198684B
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concrete
solution
test block
compressive stress
transmission performance
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CN104198684A (en
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姚燕
王振地
王玲
杜鹏
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China Building Materials Academy CBMA
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Abstract

本发明公开了一种混凝土传输性能测试系统及方法,涉及混凝土耐久性能的研究及测试领域,主要目的是在对混凝土试块加载恒定压应力的情况下测试混凝土的传输性能。本发明的主要技术方案为:一种混凝土传输性能测试系统,包括:由四根拉杆,以及自下而上顺序穿套在拉杆上的下压板、限位阀、中压板、弹簧、上压板、垫圈和螺母组成的恒定压应力加载装置;以及由一个溶液槽、一个恒流泵、一个水箱和三根防腐软管组成的溶液循环供应装置。其中,下压板和中压板之间的距离大于混凝土试块的高度;限位阀、垫圈和螺母在每根拉杆上各设置一个;中压板下方设置一个弹性部件,该部件的一端与所述中压板的下表面接触,另一端与混凝土试块接触。

The invention discloses a concrete transmission performance testing system and method, which relate to the field of research and testing of concrete durability, and the main purpose is to test the concrete transmission performance under the condition of loading a constant compressive stress on a concrete test block. The main technical solution of the present invention is: a concrete transmission performance testing system, including: four tie rods, and a lower pressure plate, a limit valve, a middle pressure plate, a spring, an upper pressure plate, A constant compressive stress loading device composed of washers and nuts; and a solution circulation supply device composed of a solution tank, a constant flow pump, a water tank and three anti-corrosion hoses. Wherein, the distance between the lower pressure plate and the middle pressure plate is greater than the height of the concrete test block; each limit valve, washer and nut are provided on each pull rod; an elastic component is arranged under the middle pressure plate, and one end of the component is connected to the middle The lower surface of the pressure plate is in contact with the other end of which is in contact with the concrete test block.

Description

混凝土传输性能测试系统及方法Concrete transmission performance test system and method

技术领域technical field

本发明涉及混凝土耐久性能的研究及测试领域,具体涉及一种混凝土传输性能测试系统及方法。The invention relates to the field of research and testing of concrete durability, in particular to a concrete transmission performance testing system and method.

背景技术Background technique

混凝土性能在很大程度上取决于水泥浆体中气孔的数量、大小及分布,骨料性能以及浆体和骨料界面的性能。混凝土结构在服役过程中不可避免要受到荷载和环境等外在因素的影响,这些因素会导致混凝土的传输性能产生变化,从而影响混凝土结构的耐久性。The performance of concrete depends to a large extent on the number, size and distribution of pores in the cement paste, the performance of the aggregate, and the performance of the interface between the paste and the aggregate. Concrete structures are inevitably affected by external factors such as load and environment during service, and these factors will lead to changes in the transmission properties of concrete, thereby affecting the durability of concrete structures.

在以往开展的荷载对混凝土性能影响的研究中,主要采用一次预压荷载,然后卸载后再对混凝土进行传输性测试,但此种方法无法模拟混凝土在实际环境中持续承受荷载的情况,因而试验的数据可靠性存在较大误差。还有一种是对混凝土施加持续荷载,同时进行传输性测试,但目前用该方法进行研究的较少,主要原因是受试验加载装置的限制。因为用于施加恒定压应力的加载装置存在加载应力水平与稳定性有限、操作步骤繁琐、误差较大等缺点,最终会影响试验结果的准确性,而且这些加载装置施加的都是弯曲荷载,受载的试样在中性层两侧承受压应力和拉应力这两种截然不同的荷载作用,无法模拟实际环境中单独承受恒定压应力的情况,也无法满足便于拆卸、便于换装维护、精确测量等要求。并且目前还没有一种适合用于在施加持续荷载情况下测试混凝土传输性的溶液供应装置。In the previous studies on the influence of load on concrete performance, the preload was mainly used once, and then the concrete was tested for transportability after unloading. However, this method cannot simulate the continuous load of concrete in the actual environment, so the test There are large errors in the reliability of the data. Another method is to apply a continuous load to the concrete while conducting a transmission test, but there are few studies on this method at present, mainly due to the limitation of the test loading device. Because the loading devices used to apply constant compressive stress have shortcomings such as limited loading stress level and stability, cumbersome operation steps, and large errors, which will eventually affect the accuracy of test results, and these loading devices apply bending loads. The loaded sample is subjected to two completely different loads of compressive stress and tensile stress on both sides of the neutral layer, which cannot simulate the situation of a single constant compressive stress in the actual environment, nor can it meet the requirements of easy disassembly, easy replacement and maintenance, and accurate measurement requirements. And there is currently no suitable solution supply device for testing the transportability of concrete under the application of continuous load.

发明内容Contents of the invention

有鉴于此,本发明实施例提供一种混凝土传输性能测试系统及测试方法,主要目的是在对混凝土试块加载恒定压应力的情况下测试混凝土的传输性能。In view of this, embodiments of the present invention provide a concrete transmission performance testing system and testing method, the main purpose of which is to test the concrete transmission performance under the condition of loading a constant compressive stress on the concrete test block.

为达到上述目的,本发明主要提供如下技术方案:In order to achieve the above object, the present invention mainly provides the following technical solutions:

一方面,本发明实施例提供了一种混凝土传输性能测试系统,该系统包括:放置混凝土试块的恒定压应力加载装置和溶液循环供应装置。On the one hand, an embodiment of the present invention provides a concrete transmission performance testing system, which includes: a constant compressive stress loading device for placing a concrete test block and a solution circulation supply device.

溶液循环供应装置,包括一个溶液槽、一个恒流泵、一个水箱和三根防腐软管,溶液装入溶液槽中密封,溶液槽中插入两根防腐软管,其中一根连接恒流泵,恒流泵另一端通过一根防腐软管连接至水箱,水箱的另一端连接插入溶液槽的另一根防腐软管,形成一个使溶液循环的回路。The solution circulation supply device includes a solution tank, a constant flow pump, a water tank and three anti-corrosion hoses. The other end of the flow pump is connected to the water tank through an anti-corrosion hose, and the other end of the water tank is connected to another anti-corrosion hose inserted into the solution tank to form a loop for circulating the solution.

水箱的开口与在恒定压应力加载装置中放置的混凝土试块密封接触,使所述溶液循环的回路为封闭式回路。The opening of the water tank is in sealing contact with the concrete test block placed in the constant compressive stress loading device, so that the circuit for circulating the solution is a closed circuit.

如前所述的混凝土传输性能测试系统,所述恒定压应力加载装置包括:As in the aforementioned concrete transmission performance testing system, the constant compressive stress loading device includes:

四根拉杆,以及自下而上顺序穿套在拉杆上的下压板、限位阀、中压板、弹簧、上压板、垫圈和螺母。Four pull rods, and a lower pressing plate, a limit valve, a middle pressing plate, a spring, an upper pressing plate, a washer and a nut which are threaded sequentially on the pulling rods from bottom to top.

下压板用于放置混凝土试块,所述下压板和中压板之间的距离大于所述混凝土试块的高度。The lower pressing plate is used to place the concrete test block, and the distance between the lower pressing plate and the middle pressing plate is greater than the height of the concrete test block.

限位阀、垫圈和螺母在每根拉杆上各设置一个,所述限位阀用于固定未加混凝土试块前由于重力而向下移动的中压板、弹簧和上压板。A limit valve, a washer and a nut are respectively arranged on each pull rod, and the limit valve is used to fix the middle pressure plate, spring and upper pressure plate which move downward due to gravity before the concrete test block is added.

在中压板下方设置一个接触部件,该接触部件的一端与所述中压板的下表面接触,另一端与混凝土试块接触,该接触部件用于在加压过程中将中压板的压应力均匀地传递给混凝土试块,使混凝土试块受力均匀。A contact part is arranged under the middle pressure plate, one end of the contact part is in contact with the lower surface of the middle pressure plate, and the other end is in contact with the concrete test block, and the contact part is used to uniformly compress the compressive stress of the middle pressure plate Pass it to the concrete test block, so that the concrete test block is evenly stressed.

如前所述的混凝土传输性能测试系统,所述混凝土恒定压应力加载装置中的接触部件为球面滚轴。As in the aforementioned concrete transmission performance testing system, the contact part in the concrete constant compressive stress loading device is a spherical roller.

球面滚轴的上部为半圆形、下部为长方形。The upper part of the spherical roller is semicircular and the lower part is rectangular.

中压板正中心位置有一个小于所述半圆形的凹槽,该凹槽的高度为中压板厚度的一半,并且小于所述半圆形的半径。There is a groove smaller than the semicircle at the center of the medium pressure plate, the height of which is half the thickness of the medium pressure plate, and smaller than the radius of the semicircle.

球面滚轴的半圆形大部分嵌入中压板中并可在其中自由转动,长方形下表面与混凝土试块接触。Most of the semicircle of the spherical roller is embedded in the middle pressure plate and can rotate freely in it, and the lower surface of the rectangle is in contact with the concrete test block.

如前所述的混凝土传输性能测试系统,所述混凝土恒定压应力加载装置中的接触部件为弹性部件;As in the aforementioned concrete transmission performance testing system, the contact parts in the concrete constant compressive stress loading device are elastic parts;

弹性部件包括底座和设置在该底座上表面的弹性机构;所述底座的下表面与所述混凝土试块充分接触;所述弹性机构的顶端与所述中压板的下表面接触。The elastic component includes a base and an elastic mechanism arranged on the upper surface of the base; the lower surface of the base is fully in contact with the concrete test block; the top of the elastic mechanism is in contact with the lower surface of the middle pressure plate.

如前所述的混凝土传输性能测试系统,所述混凝土恒定压应力加载装置中的拉杆上均设置有应变计,所述应变计设置在所述中压板和下压板之间。As in the concrete transmission performance testing system mentioned above, the tension gauges in the concrete constant compressive stress loading device are all provided with strain gauges, and the strain gauges are arranged between the middle pressure plate and the lower pressure plate.

如前所述的混凝土传输性能测试系统,所述弹簧为碟形弹簧,其每根拉杆上的数量为40个。As in the aforementioned concrete transmission performance testing system, the springs are disc springs, and the quantity on each pull rod is 40.

如前所述的混凝土传输性能测试系统,所述上压板分为上、下两部分:As in the aforementioned concrete transmission performance testing system, the upper platen is divided into upper and lower parts:

上半部分的上表面在所述螺母拧到最低时高于所述四根拉杆的上表面;The upper surface of the upper part is higher than the upper surfaces of the four pull rods when the nut is screwed to the bottom;

下半部分开有4个与所述四根拉杆相匹配的圆孔。The lower half is provided with 4 circular holes matching the four pull rods.

如前所述的混凝土传输性能测试系统,所述恒定压应力加载装置包括:As in the aforementioned concrete transmission performance testing system, the constant compressive stress loading device includes:

四根拉杆,以及自下而上顺序穿套在拉杆上的下压板、中压板、弹簧、上压板、垫圈和螺母。Four pull rods, and a lower pressure plate, a middle pressure plate, a spring, an upper pressure plate, a washer and a nut that are threaded on the pull rods in sequence from bottom to top.

下压板用于放置混凝土试块,所述下压板和中压板之间的距离大于所述混凝土试块的高度。The lower pressing plate is used to place the concrete test block, and the distance between the lower pressing plate and the middle pressing plate is greater than the height of the concrete test block.

垫圈和螺母在每根拉杆上各设置一个。One washer and one nut are respectively arranged on each tie rod.

另一方面,本发明实施例提供了一种混凝土传输性能测试方法,应用于上述的混凝土传输性能测试系统,该方法包括:On the other hand, an embodiment of the present invention provides a concrete transmission performance testing method, which is applied to the above-mentioned concrete transmission performance testing system, and the method includes:

将恒定压应力加载装置中的4个限位阀尽量向上固定于拉杆上;Fix the 4 limit valves in the constant compressive stress loading device as upward as possible on the tie rod;

将混凝土试块放于下压板和中压板之间,放置好后松开限位阀,调整混凝土试块位置让中压板下端的接触部件下表面充分接触混凝土试块;Put the concrete test block between the lower pressure plate and the middle pressure plate, release the limit valve after placing it, adjust the position of the concrete test block so that the lower surface of the contact part at the lower end of the middle pressure plate fully contacts the concrete test block;

将所述恒定压应力加载装置放置在压力试验机上,所述上压板上表面充分接触压力试验机上压板,所述下压板充分接触压力试验机下压板;The constant compressive stress loading device is placed on a pressure testing machine, the upper surface of the upper pressing plate fully contacts the upper pressing plate of the pressure testing machine, and the lower pressing plate fully contacts the lower pressing plate of the pressure testing machine;

启动压力试验机持续加压,直到装置拉杆侧面黏贴的应变计上显示的应变数值达到预定要求,停止加载,控制压力试验机荷载稳定;Start the pressure testing machine and continue to pressurize until the strain value displayed on the strain gauge attached to the side of the pull rod of the device reaches the predetermined requirement, stop loading, and control the load of the pressure testing machine to stabilize;

均匀缓慢地拧紧4个螺母,在拧紧螺母的过程中,弹簧逐渐被压缩开始蓄能,压力试验机显示的荷载逐渐下降,当压力试验机荷载刚好为0时,将恒定压应力加载装置从压力试验机上取下来连接溶液循环供应装置;Tighten the 4 nuts evenly and slowly. During the process of tightening the nuts, the spring is gradually compressed and begins to store energy. The load displayed by the pressure testing machine gradually decreases. Remove it from the testing machine and connect it to the solution circulation supply device;

装配好所述溶液循环供应装置,选择混凝土试块的一个光滑侧面,将所述溶液循环供应装置中的水箱密封固定于此侧面上;Assemble the solution circulation supply device, select a smooth side of the concrete test block, and seal and fix the water tank in the solution circulation supply device on this side;

在溶液槽中装入溶液密封后在其下方放置一台称重仪记录其初始重量,试验过程中每隔固定的一段时间称重记录一次,开动恒流泵,使溶液在溶液循环供应装置中循环,使溶液能连续不断的接触该混凝土侧面;Put the solution in the solution tank and seal it, place a weighing instrument under it to record its initial weight, weigh and record it every fixed period of time during the test, and start the constant flow pump to make the solution flow in the solution circulation supply device Circulation, so that the solution can continuously contact the concrete side;

达到预定试验时间后根据用溶液传输速率和渗透深度测试混凝土的传输性能。After the predetermined test time is reached, the transmission performance of the concrete is tested according to the solution transmission rate and penetration depth.

如前所述的混凝土传输性能测试方法,所述根据用溶液传输速率和渗透深度测试混凝土的传输性能包括:Concrete transmission performance test method as previously mentioned, described according to the transmission performance of testing concrete with solution transmission rate and depth of penetration comprises:

根据称重试验结果计算溶液质量的减少速率,得到溶液传输速率。Calculate the decrease rate of the solution mass according to the results of the weighing test to obtain the solution transfer rate.

将混凝土试块卸下沿着安装水箱的一段横向劈裂后,用显色法测试溶液渗透深度。After removing the concrete test block and splitting it horizontally along a section where the water tank is installed, the penetration depth of the solution is tested by the chromogenic method.

用溶液传输速率和渗透深度表征混凝土的传输性能。The transport performance of concrete was characterized by solution transport rate and penetration depth.

本发明实施例提供的混凝土传输性能测试系统中的混凝土恒定压应力加载装置,通过螺母固定上压板,再利用碟形弹簧的弹性形变蓄能,可以对混凝土试块加载大载荷的恒定压应力,同时通过在中压板下方设置的接触部件,使该装置加载的恒定压应力加载更加稳定,在采用了限位阀后,使混凝土试块的放置更加便捷,由于整个装置是由四根拉杆串接而成,使得该装置的整体结构简单,便于拆卸及维修保养。而本发明实施例提供的混凝土传输性能测试系统,通过恒定压应力加载装置和溶液循环供应装置的配合,可以模拟出实际工程中不同水平的恒定压应力以及溶液侵蚀等混凝土构件的真实工况,再结合本发明实施例提供的混凝土传输性能测试方法,使该测试系统所测试出的数据结果更加具有工程参考价值。The concrete constant compressive stress loading device in the concrete transmission performance test system provided by the embodiment of the present invention fixes the upper pressing plate by nuts, and then uses the elastic deformation energy storage of the disc spring to load the concrete test block with a large load of constant compressive stress. At the same time, through the contact parts set under the middle pressure plate, the constant compressive stress loaded by the device is more stable. After using the limit valve, the placement of the concrete test block is more convenient. Since the whole device is connected in series by four tie rods Formed, so that the overall structure of the device is simple, easy to disassemble and maintain. However, the concrete transmission performance test system provided by the embodiment of the present invention can simulate the real working conditions of concrete components such as different levels of constant compressive stress and solution erosion in actual engineering through the cooperation of the constant compressive stress loading device and the solution circulation supply device. Combined with the concrete transmission performance test method provided by the embodiment of the present invention, the data results tested by the test system are more valuable for engineering reference.

附图说明Description of drawings

图1为本发明实施例提供的混凝土传输性能测试系统结构示意图;Fig. 1 is a schematic structural diagram of a concrete transmission performance testing system provided by an embodiment of the present invention;

图2为本发明实施例提供的另一种混凝土传输性能测试系统结构示意图;Fig. 2 is a schematic structural diagram of another concrete transmission performance testing system provided by the embodiment of the present invention;

图3为本发明实施例提供的混凝土恒定压应力加载装置的结构示意图;3 is a schematic structural view of a concrete constant compressive stress loading device provided by an embodiment of the present invention;

图4为本发明实施例提供的恒定压应力加载装置球面滚轴的侧面图和俯视图;Fig. 4 is a side view and a top view of the spherical roller of the constant compressive stress loading device provided by the embodiment of the present invention;

图5为本发明实施例提供的恒定压应力加载装置中压板的俯视图和侧面图;5 is a top view and a side view of the pressure plate in the constant compressive stress loading device provided by the embodiment of the present invention;

图6为本发明实施例提供的另一种混凝土恒定压应力加载装置结构示意图;Fig. 6 is a structural schematic diagram of another concrete constant compressive stress loading device provided by the embodiment of the present invention;

图7为本发明实施例提供的恒定压应力加载装置拉杆的侧面图;Fig. 7 is a side view of the pull rod of the constant compressive stress loading device provided by the embodiment of the present invention;

图8为本发明实施例提供的恒定压应力加载装置下压板的俯视图和侧面图;Fig. 8 is a top view and a side view of the lower platen of the constant compressive stress loading device provided by the embodiment of the present invention;

图9为本发明实施例提供的恒定压应力加载装置上压板的侧面图和俯视图;9 is a side view and a top view of the upper platen of the constant compressive stress loading device provided by the embodiment of the present invention;

图10为本发明实施例提供的恒定压应力加载装置限位阀的侧面图和俯视图。Fig. 10 is a side view and a top view of the limit valve of the constant pressure stress loading device provided by the embodiment of the present invention.

具体实施方式detailed description

下面结合附图和实施例对本发明进行详细的描述,但附图和实施例都仅是用于说明本发明的技术方案,其中各部件的具体结构、连接方式等都是可以有所变化的,凡是在本发明技术方案的基础上进行的等同变换或改进,均不应排除在本发明的保护范围之外。The present invention is described in detail below in conjunction with accompanying drawing and embodiment, but accompanying drawing and embodiment are all only for illustrating the technical scheme of the present invention, wherein the concrete structure of each component, connection mode etc. all can be changed to some extent, Any equivalent transformation or improvement made on the basis of the technical solution of the present invention shall not be excluded from the protection scope of the present invention.

本发明实施例提供了一种混凝土传输性能测试系统,如图1所示,包括:放置混凝土试块的恒定压应力加载装置和溶液循环供应装置。An embodiment of the present invention provides a concrete transmission performance testing system, as shown in FIG. 1 , comprising: a constant compressive stress loading device for placing a concrete test block and a solution circulation supply device.

混凝土恒定压应力加载装置,如图3所示,该装置包括:四根拉杆8,以及自下而上顺序穿套在拉杆上的下压板9、限位阀7、中压板5、弹簧4、上压板3、垫圈2和螺母1。Concrete constant compressive stress loading device, as shown in Figure 3, the device includes: four tie rods 8, and a lower pressure plate 9, a limit valve 7, a middle pressure plate 5, a spring 4, Upper platen 3, washer 2 and nut 1.

其中,下压板9用于放置混凝土试块,所述下压板9和中压5板之间的距离大于所述混凝土试块的高度;Wherein, the lower pressing plate 9 is used to place the concrete test block, and the distance between the lower pressing plate 9 and the middle pressing plate 5 is greater than the height of the concrete test block;

限位阀7、垫圈2和螺母1在每根拉杆上各设置一个,限位阀7用于固定未加混凝土试块前由于重力而向下移动的中压板5、弹簧4和上压板3;A limit valve 7, a washer 2 and a nut 1 are provided on each pull rod, and the limit valve 7 is used to fix the middle pressure plate 5, spring 4 and upper pressure plate 3 that move downward due to gravity before the concrete test block is added;

在中压板5下方设置一个接触部件6,该接触部件的一端与所述中压板5的下表面接触,另一端与混凝土试块接触,该接触部件6用于在加压过程中将中压板的压应力传递给混凝土试块,使混凝土试块受力均匀。A contact part 6 is arranged below the middle pressure plate 5, and one end of the contact part is in contact with the lower surface of the middle pressure plate 5, and the other end is in contact with the concrete test block. The compressive stress is transmitted to the concrete test block, so that the concrete test block is evenly stressed.

溶液循环供应装置,包括一个溶液槽10、一个恒流泵11、一个水箱12和三根防腐软管13,溶液装入溶液槽10中密封,溶液槽10中插入两根防腐软管13,其中一根连接恒流泵11,恒流泵11另一端通过一根防腐软管连接至水箱12,水箱12的另一端连接插入溶液槽10的另一根防腐软管,形成一个使溶液循环的回路;其中水箱12的开口与在恒定压应力加载装置中放置的混凝土试块密封接触,使溶液循环的回路为封闭式回路。The solution circulation supply device includes a solution tank 10, a constant flow pump 11, a water tank 12 and three anti-corrosion hoses 13, the solution is packed into the solution tank 10 and sealed, and two anti-corrosion hoses 13 are inserted in the solution tank 10, one of which is The root is connected to the constant flow pump 11, and the other end of the constant flow pump 11 is connected to the water tank 12 through an anti-corrosion hose, and the other end of the water tank 12 is connected to another anti-corrosion hose inserted into the solution tank 10 to form a circuit for circulating the solution; The opening of the water tank 12 is in sealing contact with the concrete test block placed in the constant compressive stress loading device, so that the circuit for circulating the solution is a closed circuit.

该混凝土传输性能测试系统中的恒定压应力加载装置可以为上述的混凝土恒定压应力加载装置,也可以是其他形式的恒定压应力加载装置,具体的本发明实施例对此不进行限制。The constant compressive stress loading device in the concrete transmission performance testing system may be the above-mentioned constant compressive stress loading device for concrete, or other forms of constant compressive stress loading device, which are not limited by specific embodiments of the present invention.

当该恒定压应力加载装置为上述的恒定压应力加载装置时,本发明实施例提供的混凝土传输性能测试系统中的溶液循环供应装置的水箱12与放置在该恒定压应力加载装置上的混凝土试块密封连接。When the constant compressive stress loading device is the above-mentioned constant compressive stress loading device, the water tank 12 of the solution circulation supply device in the concrete transmission performance testing system provided by the embodiment of the present invention and the concrete sample placed on the constant compressive stress loading device block seal connection.

本发明实施例还提供一种混凝土传输性能测试系统,如图2所示,该混凝土恒定压应力加载装置为:The embodiment of the present invention also provides a concrete transmission performance testing system, as shown in Figure 2, the concrete constant compressive stress loading device is:

四根拉杆26,以及自下而上顺序穿套在拉杆上的下压板27、中压板25、弹簧24、上压板23、垫圈22和螺母21;其中,下压板27用于放置混凝土试块,下压板27和中压板25之间的距离大于混凝土试块的高度,并且垫圈22和螺母21在每根拉杆上各设置一个。Four pull rods 26, and the lower pressing plate 27, the middle pressing plate 25, the spring 24, the upper pressing plate 23, the washer 22 and the nut 21 which are sheathed on the pulling rods in order from bottom to top; wherein, the lower pressing plate 27 is used to place the concrete test block, The distance between the lower pressure plate 27 and the middle pressure plate 25 is greater than the height of the concrete test block, and a washer 22 and a nut 21 are respectively arranged on each tie rod.

该混凝土传输性能测试系统中的溶液循环供应装置与前述的本发明实施例提供的混凝土传输性能测试系统中的溶液循环供应装置相同,也是通过水箱12与放置在该恒定压应力加载装置上的混凝土试块密封连接。The solution circulation supply device in the concrete transmission performance test system is the same as the solution circulation supply device in the concrete transmission performance test system provided by the aforementioned embodiment of the present invention, and also passes through the water tank 12 and the concrete placed on the constant compressive stress loading device The test block is hermetically connected.

如图1所示,混凝土传输性能测试系统中混凝土恒定压应力加载装置的接触部件可以为球面滚轴,也可以为弹性部件,具体的本发明实施例对此不进行限制,其只要能够起到一端与混凝土试块上表面接触,另一端与中压板接触,在中压板向下运动时,能将压应力完整均匀地传递给混凝土试块即可。As shown in Figure 1, the contact part of the concrete constant compressive stress loading device in the concrete transmission performance test system can be a spherical roller or an elastic part. The specific embodiment of the present invention does not limit this, as long as it can play One end is in contact with the upper surface of the concrete test block, and the other end is in contact with the intermediate pressure plate. When the intermediate pressure plate moves downward, the compressive stress can be completely and evenly transmitted to the concrete test block.

当所述接触部件为球面滚轴时,如图4所示,该球面滚轴的上部为半圆形、下部为长方形,在中压板5下表面正中心位置有一个小于所述半圆形的凹槽,如图5所示,该凹槽的高度为中压板厚度的一半,并且小于所述半圆形半径,使球面滚轴6的半圆形大部分嵌入中压板5中并可在其中自由转动,球面滚轴6下部长方形的下表面与混凝土试块上表面接触。When the contact part is a spherical roller, as shown in Figure 4, the upper part of the spherical roller is a semicircle and the lower part is a rectangle, and there is a center of the lower surface of the middle pressure plate 5 which is smaller than the semicircle. Groove, as shown in Figure 5, the height of this groove is half of the thickness of the medium pressure plate, and less than the radius of the semicircle, so that most of the semicircle of the spherical roller 6 is embedded in the medium pressure plate 5 and can be in it Rotating freely, the rectangular lower surface of the spherical roller 6 is in contact with the upper surface of the concrete test block.

当所述接触部件为弹性部件时,如图6所示,在中压板5下方设置的接触部件可以为一弹性部件,该弹性部件包括底座和设置在该底座上表面的弹性机构,其中底座的下表面与混凝土试块充分接触,弹性机构的顶端与中压板5的下表面接触。When the contact part is an elastic part, as shown in Figure 6, the contact part arranged under the middle pressure plate 5 can be an elastic part, and the elastic part includes a base and an elastic mechanism arranged on the upper surface of the base, wherein the base The lower surface is in full contact with the concrete test block, and the top of the elastic mechanism is in contact with the lower surface of the middle pressure plate 5 .

上述的混凝土恒定压应力加载装置的四根拉杆上均设置有应变计20,如图3中所示,应变计20黏贴在中压板5和下压板9之间。Strain gauges 20 are installed on the four tie rods of the above-mentioned concrete constant compressive stress loading device. As shown in FIG. 3 , the strain gauges 20 are pasted between the middle pressure plate 5 and the lower pressure plate 9 .

进一步的,上述的混凝土恒定压应力加载装置所用弹簧为碟形弹簧,该碟形弹簧又名贝勒维尔垫圈,其与一般弹簧不同,该碟形弹簧的主要特点是:弹性模量高、行程短、组合使用方便、维修换装容易和安全性能高等,尤其能在较小的空间内承受极大的荷载。碟形弹簧单位体积的变性能较大,特别是采用叠加组合时,由于表面摩擦阻力作用,吸收冲击和消散能量的作用明显。本装置根据施加荷载范围计算后,在每根拉杆上可以各使用40个40*20.4*1.5*1.15mm的碟形弹簧叠加组合使用,但具体的本发明实施例对此也不进行限制,可以根据具体的使用需求设置碟形弹簧的数量,例如30个,或者35个等。Further, the spring used in the above-mentioned concrete constant compressive stress loading device is a disc spring, which is also called a Belleville washer. It is different from ordinary springs. The main characteristics of the disc spring are: high modulus of elasticity, short stroke , convenient combination, easy maintenance and replacement, high safety performance, etc., especially able to bear a huge load in a small space. Disc springs have large variable performance per unit volume, especially when superimposed combinations are used, due to the surface frictional resistance, the effects of absorbing impact and dissipating energy are obvious. After the calculation of the device according to the applied load range, 40 disc springs of 40*20.4*1.5*1.15mm can be used in combination on each pull rod, but the specific embodiment of the present invention does not limit this, and can Set the number of disc springs according to specific usage requirements, for example, 30 or 35.

上述的混凝土恒定压应力加载装置中,四根拉杆8分别从下压板9四个角上的圆孔穿过,拉杆8最下端一段直径大于其上面的部分,如图7所示,并且这一段高度要小于下压板9厚度的一半,下压板9四个角上的圆孔与拉杆8下端相配套,为下部分的孔径大、上部分的孔径小,如图8所示,二者穿套连接后使用以达到相互固定的作用;中压板5和上压板3四个角上均设有圆孔,孔径大于拉杆8上面部分的直径,将限位阀7、中压板5、碟形弹簧4及上压板3依次从拉杆8的上端穿过,套装在四根拉杆8之间并可上下滑动,拉杆8的上端用垫圈2和螺母1固定,且拉杆8的上沿高于螺母1的上沿。In the above-mentioned concrete constant compressive stress loading device, four tie rods 8 pass through the round holes on the four corners of the lower pressure plate 9 respectively, and the diameter of the lowermost section of the tie rods 8 is larger than that of the upper part, as shown in Figure 7, and this section The height will be less than half of the thickness of the lower pressing plate 9, and the round holes on the four corners of the lower pressing plate 9 are matched with the lower end of the pull rod 8. The aperture of the lower part is large and the aperture of the upper part is small. As shown in Figure 8, the two wear sleeves Use after connection to achieve mutual fixation; the four corners of the middle pressure plate 5 and the upper pressure plate 3 are provided with round holes, the diameter of which is larger than the diameter of the upper part of the pull rod 8, and the limit valve 7, the middle pressure plate 5, and the disc spring 4 And the upper platen 3 passes through the upper end of the pull rod 8 in turn, and is set between the four pull rods 8 and can slide up and down. The upper end of the pull rod 8 is fixed with the washer 2 and the nut 1, and the upper edge of the pull rod 8 is higher than the upper edge of the nut 1. along.

如图7和图9所示,图7中拉杆8上端有一段螺纹与螺母1相配套,有螺纹的这一段长度要小于图9中上压板3的总高度,以保证该装置上压板3的上表面与压力试验机上压板的下表面能够在加压过程中一直接触,从而借助于压力试验机进行加压操作。As shown in Figure 7 and Figure 9, there is a section of thread on the upper end of the pull rod 8 in Figure 7 to match the nut 1, and the length of this section of thread is less than the total height of the upper platen 3 in Figure 9, so as to ensure the height of the upper platen 3 of the device. The upper surface can always be in contact with the lower surface of the upper platen of the pressure testing machine during the pressurization process, so that the pressurization operation can be performed by means of the pressure testing machine.

如图10和图7所示,图10中限位阀7中心的圆孔直径与图7中的拉杆8上端的直径一致,两者相配套,限位阀7可通过一侧的螺丝固定在拉杆8上。As shown in Figure 10 and Figure 7, the diameter of the circular hole at the center of the limit valve 7 in Figure 10 is consistent with the diameter of the upper end of the pull rod 8 in Figure 7, and the two are matched, and the limit valve 7 can be fixed on the On the pull rod 8.

上述混凝土传输性能测试系统中的混凝土恒定压应力加载装置,所用的螺母1均为防松螺母。In the concrete constant compressive stress loading device in the above-mentioned concrete transmission performance testing system, the nuts 1 used are locknuts.

基于上述混凝土传输性能测试系统,本发明实施例提供一种混凝土传输性能测试方法,该方法具体包括以下步骤:Based on the above-mentioned concrete transmission performance testing system, an embodiment of the present invention provides a concrete transmission performance testing method, which specifically includes the following steps:

1.将恒定压应力加载装置中的4个限位阀尽量向上固定于拉杆上,使得下压板与中压板之间的距离大于混凝土试块的高度。1. Fix the four limit valves in the constant compressive stress loading device upwards on the tie rods as much as possible, so that the distance between the lower platen and the middle platen is greater than the height of the concrete test block.

2.将混凝土试块放于下压板和中压板之间,放置好后松开限位阀,调整混凝土试块位置让中压板下端的接触部件下表面充分接触混凝土试块。2. Put the concrete test block between the lower pressure plate and the middle pressure plate, release the limit valve after placing it, adjust the position of the concrete test block so that the lower surface of the contact part at the lower end of the middle pressure plate fully contacts the concrete test block.

3.将恒定压应力加载装置放置在压力试验机上,该装置的上压板上表面充分接触压力试验机上压板,该装置的下压板充分接触压力试验机下压板。3. Place the constant compressive stress loading device on the pressure testing machine, the upper surface of the upper platen of the device fully contacts the upper platen of the pressure testing machine, and the lower platen of the device fully contacts the lower platen of the pressure testing machine.

4.启动压力试验机持续加压,直到装置拉杆侧面黏贴的应变计上显示的应变数值达到预定要求,停止加载,控制压力试验机使荷载稳定。4. Start the pressure testing machine and continue to pressurize until the strain value displayed on the strain gauge attached to the side of the pull rod of the device reaches the predetermined requirement, stop loading, and control the pressure testing machine to stabilize the load.

5.均匀缓慢地拧紧4个螺母,在拧紧螺母的过程中,碟形弹簧逐渐被压缩开始蓄能,压力试验机显示的荷载逐渐下降,当压力试验机荷载刚好为0时,碟形弹簧也刚好被压缩到预定位置,这时就可以将恒定压应力加载装置从压力试验机上取下来连接溶液循环供应装置。5. Tighten the 4 nuts evenly and slowly. During the process of tightening the nuts, the disc spring is gradually compressed and begins to store energy. The load displayed by the pressure testing machine gradually decreases. When the load of the pressure testing machine is exactly 0, the disc spring Just compressed to the predetermined position, then the constant compressive stress loading device can be removed from the pressure testing machine and connected to the solution circulation supply device.

6.装配好所述溶液循环供应装置,选择混凝土试块的一个光滑侧面,将溶液循环供应装置中的水箱密封固定于此侧面上。6. After assembling the solution circulation supply device, select a smooth side of the concrete test block, and seal and fix the water tank in the solution circulation supply device on this side.

7.在溶液槽中装入溶液密封后,在其下方放置一台称重仪记录其初始重量,试验过程中每隔固定的一段时间称重记录一次,同时开动恒流泵,使溶液在溶液循环供应装置中循环,这样溶液能连续不断的接触该混凝土侧面。7. After putting the solution into the solution tank and sealing it, place a weighing instrument under it to record its initial weight. During the test, weigh and record it every fixed period of time, and start the constant flow pump at the same time to make the solution in the solution Circulate in the circulation supply so that the solution is continuously in contact with the concrete side.

8.达到预定试验时间后根据用溶液传输速率和渗透深度测试混凝土的传输性能。8. After the predetermined test time is reached, test the transmission performance of the concrete according to the solution transmission rate and penetration depth.

其中,在根据用溶液传输速率和渗透深度测试混凝土的传输性能时,可以采用但不局限于以下的方法,该方法包括:Among them, when testing the transmission performance of concrete according to the solution transmission rate and penetration depth, the following methods can be used, but not limited to, including:

根据称重试验结果计算溶液质量的减少速率,得到溶液传输速率;Calculate the reduction rate of the solution mass according to the weighing test results to obtain the solution transmission rate;

将混凝土试块卸下沿着安装水箱的一段横向劈裂后,用显色法测试溶液渗透深度;After removing the concrete test block and splitting along a section of the installation water tank transversely, test the penetration depth of the solution by color development method;

用溶液传输速率和渗透深度表征混凝土的传输性能。The transport performance of concrete was characterized by solution transport rate and penetration depth.

本发明实施例提供的混凝土恒定压应力加载装置,通过螺母1固定上压板3,再利用碟形弹簧4的弹性形变蓄能,对混凝土试块加载大载荷的恒定压应力,同时通过在中压板5下方设置的接触部件6,使该装置加载的恒定压应力加载更加稳定,在采用了限位阀7后,使混凝土试块的放置更加便捷,由于整个装置是由四根拉杆8串接而成,使得该装置的整体结构简单,便于拆卸及维修保养。而本发明实施例提供的混凝土传输性能测试系统,通过恒定压应力加载装置和溶液循环供应装置相配合,可以模拟出实际工程中不同水平的恒定压应力以及溶液侵蚀等混凝土构件的真实工况,再结合本发明实施例提供的混凝土传输性能测试方法,使该测试系统所测试出的数据结果更加具有工程参考价值。The concrete constant compressive stress loading device provided by the embodiment of the present invention fixes the upper pressure plate 3 through the nut 1, and then utilizes the elastic deformation energy storage of the disc spring 4 to load a large load of constant compressive stress on the concrete test block, and at the same time pass through the middle pressure plate The contact part 6 arranged under the 5 makes the constant compressive stress loaded by the device more stable. After the limit valve 7 is adopted, the placement of the concrete test block is more convenient. Since the whole device is connected in series by four tie rods 8 As a result, the overall structure of the device is simple and easy to disassemble and maintain. However, the concrete transmission performance test system provided by the embodiment of the present invention can simulate the real working conditions of concrete components such as different levels of constant compressive stress and solution erosion in actual engineering through the cooperation of the constant compressive stress loading device and the solution circulation supply device. Combined with the concrete transmission performance test method provided by the embodiment of the present invention, the data results tested by the test system are more valuable for engineering reference.

以上所述,仅为本发明的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到变化或替换,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应以所述权利要求的保护范围为准。The above is only a specific embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Anyone skilled in the art can easily think of changes or substitutions within the technical scope disclosed in the present invention. Should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention should be determined by the protection scope of the claims.

Claims (6)

1. a concrete transmission performance test system, it is characterised in that including: place concrete test block Constant compressive stress charger and solution circulation-supplied device;
Constant compressive stress charger, including:
Four pull bars, and sequence from low to uper part be set on pull bar lower platen, limit valve, center platen, bullet Spring, top board, packing ring and nut;
Described lower platen is used for placing concrete test block, and the distance between described lower platen and center platen is more than described The height of concrete test block;
Described limit valve, packing ring and nut arrange one on every pull bar, and described limit valve is for fixing not Center platen, spring and the top board moved down due to gravity before adding concrete test block;
One elastomeric element, one end of described elastomeric element and medium pressure plate are set below medium pressure plate Lower surface contacts, and the other end contacts with concrete test block, and described elastomeric element is used for middle pressure in pressure process The compressive stress Transmit evenly of plate, to concrete test block, makes concrete test block uniform force;Wherein, described elasticity Parts include base and are arranged on the elastic mechanism of this base upper surface;The lower surface of described base and described coagulation Soil test block is fully contacted;The top of described elastic mechanism contacts with the lower surface of medium pressure plate;
Solution circulation-supplied device is soft including a solution tank, a constant flow pump, a water tank and three anticorrosions Pipe, solution loads sealing in solution tank, inserts two anticorrosion flexible pipes in solution tank, and wherein one connects constant flow pump, The constant flow pump other end is hose connection to water tank by an anticorrosion, and the other end of water tank connects the another of insertion solution tank A piece anticorrosion flexible pipe, forms a loop making solution circulate;
The opening of described water tank is in sealing contact with the concrete test block placed in constant compressive stress charger, makes The loop of described solution circulation is closed circuit.
Concrete transmission performance test system the most according to claim 1, it is characterised in that described mixed Be provided with strain gauge on pull bar in solidifying native constant compressive stress charger, described strain gauge be arranged on described in Between pressing plate and lower platen.
Concrete transmission performance test system the most according to claim 2, it is characterised in that described bullet Spring is disk spring, and the quantity on its every pull bar is 40.
Concrete transmission performance test system the most according to claim 3, it is characterised in that on described Pressing plate is divided into upper and lower two parts:
The upper surface of top half is higher than the upper surface of described four pull bars when described nut is screwed to minimum;
The latter half has 4 circular holes matched with described four pull bars.
5. a concrete transmission performance test method, is applied to according to any one of the claims 1-4 Concrete transmission performance test system, it is characterised in that including:
4 limit valves in constant compressive stress charger are upwards fixed on pull bar as far as possible;
Concrete test block is put between lower platen and center platen, after placing, unclamps limit valve, adjust concrete Test block position allows the elastomeric element lower surface of center platen lower end be fully contacted concrete test block;
Being placed on pressure testing machine by described constant compressive stress charger, described top board upper surface fully connects Touch pressure testing machine top board, described lower platen is fully contacted pressure testing machine lower platen;
Start pressure testing machine persistent pressure, until the dependent variable of display in the strain gauge that device pull bar side is pasted Value reaches pre-provisioning request, stops loading, controls pressure testing machine load stable;
Uniformly tightening 4 nuts lentamente, during fastening nut, spring is gradually started accumulation of energy by compression, The load that pressure testing machine shows is gradually reduced, when pressure testing machine load is just 0, by constant compressive stress Connection solution circulation-supplied device taken off from pressure testing machine by charger;
Assemble described solution circulation-supplied device, select a smooth side of concrete test block, by described molten Tank seal in liquid circulation-supplied device is fixed on this side;
Thereunder place a weighing instrument after loading solution sealing in solution tank and record its initial weight, test During every fixing a period of time weigh record once, start constant flow pump, make solution in solution circulation-supplied Device circulates, makes solution can continuously contact this concrete side;
According to the transporting testing concrete by solution transfer rate and length of penetration after reaching predetermined test period Energy.
Method the most according to claim 5, it is characterised in that described according to by solution transfer rate and The transmission performance of length of penetration test concrete includes:
Calculate the minimizing speed of solution quality according to experiment of weighing result, obtain solution transfer rate;
Concrete test block is unloaded after one section of horizontal splitting of installation water tank, permeate with development process test solution The degree of depth;
The transmission performance of concrete is characterized by solution transfer rate and length of penetration.
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