A mortar consistency measuring device
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- 南京哈斯工贸实业有限公司
- Filing Date
- 2024-10-11
- Publication Date
- 2026-08-07
AI Technical Summary
[0004]鉴于现有技术中存在以下技术问题:现有砂浆检测装置无法在砂浆一边浇筑时对其进行实时检测,导致无法获取到较“新鲜”的粘稠度数据
[0014]本实用新型提供的砂浆稠度测量装置具有的有益效果是:本实用新型中的连接部能够直接设置在罐车的卸料口处,从而配合受力部与检测部的作用,使得可以在罐车在一边卸料时对正在下落的砂浆进行粘稠度检测,以达到在浇筑时进行同步检测的效果,从而能够掌控到砂浆在一边浇筑时的实时粘稠度数据。
Smart Images

Figure CN224608906U_ABST
Abstract
Description
Technical Field
[0001] This utility model belongs to the field of mortar testing technology, specifically a mortar consistency measuring device. Background Technology
[0002] Typically, the viscosity of mortar needs to be tested after it has been prepared on-site. A suitable viscosity ensures the mortar remains sufficiently full during pouring. In related technologies, mortar viscosity is usually tested by on-site sampling. However, in reality, before pouring, the prepared mortar continuously loses internal moisture while waiting, causing its viscosity to decrease. Existing testing devices primarily rely on sampling, a complex process that cannot be performed simultaneously with the pouring of the mortar. Utility Model Content
[0003] The purpose of this section is to outline some aspects of embodiments of the present invention and to briefly describe some preferred embodiments. Simplifications or omissions may be made in this section, as well as in the abstract and title of this application, to avoid obscuring the purpose of these documents; however, such simplifications or omissions should not be construed as limiting the scope of the present invention.
[0004] Given the following technical problems in existing technologies: existing mortar testing devices cannot perform real-time testing of mortar while it is being poured, resulting in the inability to obtain relatively "fresh" viscosity data. To solve this technical problem, this utility model provides the following technical solution:
[0005] A mortar consistency measuring device, comprising:
[0006] The connecting part is provided with a flow area for the slurry to pass through;
[0007] The force-receiving part is movably disposed within the flow area, and the force-receiving part moves as the slurry passes through;
[0008] The detection unit is used to detect the frequency of motion of the force-bearing part.
[0009] As a preferred technical solution for a mortar consistency measuring device, the force-bearing part includes a conductive part rotatably disposed in the flow area, and also includes blades connected to the conductive part.
[0010] As a preferred technical solution for a mortar consistency measuring device, the conductive part is provided with a receiving cavity, the blade is movably connected to the conductive part, the conductive part is provided with an adjustment mechanism, and the blade moves inside or outside the receiving cavity through the adjustment mechanism.
[0011] As a preferred technical solution for a mortar consistency measuring device, the blade slides through the transmission part, the adjustment mechanism includes a movable block slidably disposed in the receiving cavity, a connecting rod is hinged between the movable block and the blade, and a force-applying element acts on the movable block.
[0012] As a preferred technical solution for a mortar consistency measuring device, the force-applying element includes a drive motor fixedly installed in the receiving cavity, and a drive rod threadedly engaged with the moving block, wherein the drive rod is connected to the drive motor for transmission.
[0013] As a preferred technical solution for a mortar consistency measuring device, the blade includes an integrally constructed root and a pressure-bearing part, the pressure-bearing part slides through the conduction part, a guide part is fixedly provided in the receiving cavity, the root and the guide part slide together, and the connecting rod is connected to the root.
[0014] The beneficial effects of the mortar consistency measuring device provided by this utility model are as follows: the connecting part of this utility model can be directly set at the unloading port of the tank truck, thereby cooperating with the force-bearing part and the detection part, so that the viscosity of the falling mortar can be detected when the tank truck is unloading on one side, so as to achieve the effect of synchronous detection during pouring, thereby controlling the real-time viscosity data of the mortar during pouring. Attached Figure Description
[0015] To more clearly illustrate the technical solutions of the embodiments of this utility model, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort. Among them:
[0016] Figure 1 This is a perspective view of one embodiment of the present utility model.
[0017] Figure 2 For about Figure 1 Top view of the structure shown.
[0018] Figure 3 For about Figure 1 A three-dimensional cutting diagram of the structure shown.
[0019] Figure 4 This is a three-dimensional excavation diagram of the structure shown in part 3.
[0020] Reference numerals: 1. Connecting part; 2. Flow area; 3. Force-bearing part; 301. Conducting part; 302. Blade; 302a. Root; 302b. Pressure-bearing part; 4. Detection part; 5. Receiving cavity; 6. Moving block; 7. Connecting rod; 8. Drive motor; 9. Drive rod; 10. Guide part. Detailed Implementation
[0021] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings.
[0022] Many specific details are set forth in the following description in order to provide a full understanding of the present invention. However, the present invention may also be implemented in other ways different from those described herein. Those skilled in the art can make similar extensions without departing from the spirit of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.
[0023] Secondly, the term "an embodiment" or "embodiment" as used herein refers to a specific feature, structure, or characteristic that may be included in at least one implementation of the present invention. The phrase "in one embodiment" appearing in different places in this specification does not necessarily refer to the same embodiment, nor is it a single or selective embodiment that excludes other embodiments.
[0024] Secondly, this utility model is described in detail with reference to the schematic diagrams. When describing the embodiments of this utility model, for ease of explanation, the cross-sectional views illustrating the device structure may be partially enlarged, not adhering to the usual scale. Furthermore, the schematic diagrams are merely examples and should not limit the scope of protection of this utility model. In addition, actual manufacturing should include the three-dimensional spatial dimensions of length, width, and depth.
[0025] Reference Figure 1-3 One embodiment of this utility model provides a mortar consistency measuring device, comprising:
[0026] Connecting part 1 is used for fixed connection at the unloading port of the tank truck. The connecting part 1 is provided with a flow area 2 for the slurry to pass through, such as... Figure 1 As shown, the connecting part 1 can adopt a cylindrical structure;
[0027] The force-receiving part 3 is movably disposed within the flow area 2. The motion relationship between the force-receiving part 3 and the connecting part 1 is as follows: when the mortar passes through the flow area 2, the force-receiving part 3 can move, and its movement frequency is proportional to the viscosity of the mortar.
[0028] The detection unit 4 is used to detect the movement frequency of the force-bearing part 3, thereby determining the viscosity of the mortar.
[0029] Based on the above, the process of this utility model for detecting the viscosity of mortar being poured is as follows: When the mortar passes through the unloading port of the tanker truck, a portion of it will pass through the flow area 2, thereby causing the force-bearing part 3 to move. By detecting the movement frequency of the force-bearing part 3 through the detection part 4, the viscosity of the falling mortar can be obtained. Compared with the prior art, this utility model can detect the falling mortar during pouring, making the collected viscosity data more "fresh". For example, when the viscosity is found to be substandard, the feeding can be stopped immediately, thereby adjusting the mortar. Therefore, this utility model has better practicality in the construction process. In addition, this utility model does not involve a separate sampling step during detection, making the process simpler.
[0030] Specifically, regarding the installation method of the connecting part 1 in this utility model, it can be directly welded to the unloading port of the tank truck, or a corresponding connecting component can be configured on the connecting part 1 to ensure smooth connection with the tank truck. It can also be disassembled. Therefore, the appearance of the connecting part 1 can be manufactured according to specific requirements. The structure of the connecting part 1 shown in the attached drawings does not involve any limitation on its shape.
[0031] Furthermore, refer to Figure 2 and Figure 3 The force-receiving part 3 includes a conductive part 301 rotatably disposed in the flow area 2, and a blade 302 connected to the conductive part 301. The blade 302 is arc-shaped. When the mortar passes through the flow area 2, due to its fluidity, it can cooperate with the force applied to the blade 302 to drive the conductive part 301 to rotate. Specifically, the amount of mortar passing through the flow area 2 is determined by the inner diameter of the flow area 2 and the adhesion (viscosity) of the mortar. The inner diameter of the flow area 2 is a fixed parameter, so it is considered a quantitative quantity. That is, the amount of mortar entering the flow area 2 is determined by the viscosity. The more mortar enters, the faster the conductive part 301 rotates. Therefore, the detection part 4 can determine the viscosity of the mortar by measuring the rotation speed of the conductive part 301.
[0032] The structure of the detection unit 4 can be a micro generator, which is fixedly mounted on the connecting part 1. Its input shaft is connected to the transmission part 301. When the transmission part 301 rotates, it drives the micro generator to operate. The rotation speed of the transmission part 301 can be determined by the intensity of the electrical signal it exhibits.
[0033] Furthermore, refer to Figure 4 The conductive part 301 has a receiving cavity 5. The blade 302 is movably connected to the conductive part 301. The conductive part 301 is equipped with an adjustment mechanism. The blade 302 can move to the inside or outside of the receiving cavity 5 through the adjustment mechanism. When it moves to the outside, such as... Figure 2-4As shown in the diagram, it can enter the working state. When it moves inside, it can store the blade 302 to ensure that the blade 302 is protected when no inspection is required, while reducing the obstruction to the discharge.
[0034] Furthermore, refer to Figure 4 The blade 302 slides through the transmission part 301. The adjustment mechanism includes a movable block 6 that is slidably disposed in the receiving cavity 5. A connecting rod 7 is hinged between the movable block 6 and the blade 302. The adjustment mechanism also includes a force-applying element, which is used to apply force to the movable block 6 to control the movement of the movable block 6. When the movable block 6 moves in two directions in the vertical direction, the blade 302 can achieve telescopic movement on the transmission part 301 by the drive of the connecting rod 7.
[0035] Furthermore, refer to Figure 4 The force-applying element includes a drive motor 8 fixedly installed in the storage cavity 5, and a drive rod 9 threadedly engaged with the moving block 6. The drive rod 9 is connected to the drive motor 8 in a transmission manner. When the drive rod 9 rotates under the action of the drive motor 8, the vertical movement of the moving block 6 is achieved through the threaded engagement. The power supply of the drive motor 8 can be achieved by configuring a conductive slip ring mechanism between the connecting part 1 and the conducting part 301.
[0036] Furthermore, refer to Figure 4 The blade 302 includes an integrally constructed root 302a and a pressure-bearing part 302b. The pressure-bearing part 302b is used to contact the slurry. The pressure-bearing part 302b slides through the conduction part 301. A guide part 10 is fixedly provided in the receiving cavity 5. The root 302a and the guide part 10 slide together, thereby ensuring the stability of the blade 302 during the sliding process. The connecting rod 7 is connected to the root 302a, so that when driving the blade 302 to move, the force will not be directly applied to the pressure-bearing part 302b, thus protecting it.
[0037] It should be understood that numerous specific implementation decisions can be made during the development of any practical implementation, such as in any engineering or design project. Such development efforts may be complex and time-consuming, but for those skilled in the art who benefit from this disclosure, the development effort will be a routine work of design, manufacturing, and production without requiring much experimentation.
[0038] It should be noted that the above embodiments are only used to illustrate the technical solution of this utility model and are not intended to limit it. Although this utility model has been described in detail with reference to preferred embodiments, those skilled in the art should understand that modifications or equivalent substitutions can be made to the technical solution of this utility model without departing from the spirit and scope of the technical solution of this utility model, and all such modifications or substitutions should be covered within the scope of the claims of this utility model.
Claims
1. A mortar consistency measuring device, characterized in that: include: A connecting part (1) is provided with a flow area (2) for the slurry to pass through; The force-receiving part (3) is movably disposed within the flow area (2), and the force-receiving part (3) moves as the slurry passes through; The detection unit (4) is used to detect the motion frequency of the force-bearing part (3).
2. The mortar consistency measuring device according to claim 1, characterized in that: The force-receiving part (3) includes a transmission part (301) rotatably disposed in the flow area (2), and also includes a blade (302) connected to the transmission part (301).
3. The mortar consistency measuring device according to claim 2, characterized in that: The conductive part (301) is provided with a receiving cavity (5). The blade (302) is movably connected to the conductive part (301). The conductive part (301) is provided with an adjustment mechanism. The blade (302) moves inside or outside the receiving cavity (5) through the adjustment mechanism.
4. The mortar consistency measuring device according to claim 3, characterized in that: The blade (302) slides through the conduction part (301). The adjustment mechanism includes a moving block (6) that is slidably disposed in the receiving cavity (5). A connecting rod (7) is hinged between the moving block (6) and the blade (302). It also includes a force-applying element that acts on the moving block (6).
5. The mortar consistency measuring device according to claim 4, characterized in that: The force-applying element includes a drive motor (8) fixedly installed in the storage cavity (5), and a drive rod (9) threadedly engaged with the moving block (6), wherein the drive rod (9) is connected to the drive motor (8) in a transmission manner.
6. The mortar consistency measuring device according to claim 4, characterized in that: The blade (302) includes an integrally constructed root (302a) and a pressure-bearing part (302b). The pressure-bearing part (302b) slides through the conduction part (301). A guide part is fixedly provided in the receiving cavity (5). The root (302a) and the guide part slide together. The connecting rod (7) is connected to the root (302a).