A kind of penetration building mortar strength detector
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- 桑杰加
- Filing Date
- 2025-07-03
- Publication Date
- 2026-08-07
AI Technical Summary
[0003]目前,贯入式建筑砂浆强度检测仪在实际使用时,其大多是先通过贯入钉贯入到砂浆内部,然后将贯入钉取出,再通过吹风结构来将孔中的灰尘吹出,然后再使用深度测量的结构来测量贯入孔深度,根据测量的深度查找砂浆强度对照表格来得出砂浆的强度,这样的检测方式中需要准备多种设备,使得测量过程较为麻烦,测量效率较低,且多种设备的携带也不够方便
[0015] The measuring pin holder, upper locking plate, and indicator block are synchronously linked by a fixed rod, telescopic rod, and connecting rod. As the measuring pin holder and the penetrating pin move and penetrate, the moving distance of the measuring pin holder and the penetrating pin can be directly obtained through the indicator block and scale lines, and thus the penetration depth of the penetrating pin can be directly obtained. This reduces the need for subsequent air blowing and hole depth measurement steps, making the mortar strength measurement process more convenient and efficient. Furthermore, it eliminates the need to carry air blowing and depth measurement equipment, making the testing instrument more portable.
Smart Images

Figure CN224608870U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the technical field of mortar strength testing instruments, specifically to a penetration-type building mortar strength testing instrument. Background Technology
[0002] The penetration tester is a testing instrument used for rapid on-site testing of the strength of masonry mortar. It is characterized by its light weight, simple operation, and high testing accuracy, reducing the workload of testing personnel and improving testing efficiency. It is a replacement for methods such as the rebound method and the in-situ ejection method.
[0003] Currently, in practical use, most penetrating mortar strength testers first insert a penetrating nail into the mortar, then remove the nail, blow out the dust from the hole using a blower, and then use a depth measuring device to measure the depth of the penetration hole. The strength of the mortar is then determined by referring to a mortar strength comparison table based on the measured depth. This testing method requires the preparation of multiple devices, making the measurement process cumbersome, inefficient, and inconvenient to carry. Utility Model Content
[0004] The purpose of this invention is to provide a penetration-type building mortar strength tester to address the aforementioned shortcomings in the technology.
[0005] To achieve the above objectives, this utility model provides the following technical solution: a penetration-type building mortar strength tester, comprising:
[0006] The penetrating mortar strength tester has a main body and a test nail holder at its end. One end of the main body of the penetrating mortar strength tester has a connecting port, and the clamping end of the test nail holder extends into the connecting port. A penetrating nail is clamped inside one end of the test nail holder.
[0007] The lower locking plate and the upper locking plate are respectively provided at the bottom end and the top end of the clamping end of the probe holder. A snap ring is fixedly provided on the outside of the clamping end of the probe holder. A snap groove is opened at the inner end of both the lower locking plate and the upper locking plate. The snap ring is provided inside the snap groove.
[0008] A fixed rod is fixedly mounted on the top of the upper locking plate. A telescopic rod is provided at the top of the fixed rod, and a connecting rod is fixedly connected to the top of the telescopic rod. A fixed plate is fixedly mounted on the top of the main body of the penetration mortar strength tester. A measuring groove is opened at the top of the fixed plate. One end of the connecting rod extends into the measuring groove and an indicator block is fixedly mounted on one end of the connecting rod. A scale line is opened at the top of the fixed plate and is located on both sides of the measuring groove.
[0009] Preferably, a sliding groove is provided on both sides of the inner side wall of the measuring groove, and a slider is fixed on both sides of one end of the connecting rod. The two sliders are respectively located inside the two sliding grooves to facilitate the limiting and guiding of the connecting rod.
[0010] Preferably, the fixed rod has a movable cavity inside, and a limiting movable block is provided inside the movable cavity. The bottom end of the telescopic rod extends into the movable cavity and is fixedly connected to the limiting movable block, which facilitates the up and down movement of the upper locking plate.
[0011] Preferably, each end of the lower locking plate is integrally connected to a first connecting lug, and each end of the upper locking plate is integrally connected to a second connecting lug. A fixing screw is fixedly connected to the top of the first connecting lug, and the top of the fixing screw passes through the second connecting lug and extends to the top of the second connecting lug. A wing nut is threadedly connected to the top of the fixing screw, and the wing nut is located at the top of the second connecting lug, so as to facilitate the connection of the lower locking plate and the upper locking plate together, thereby locking the probe holder.
[0012] Preferably, the top of the main body of the penetration mortar strength tester is provided with a movable groove that communicates with the interior of the connecting port. The movable groove is located at one end of the fixed plate, and the size of the movable groove corresponds to that of the fixed rod and the telescopic rod, so as to facilitate the movement of the fixed rod and the telescopic rod.
[0013] Preferably, a protective frame is fixedly connected to one end of the main body of the penetration mortar strength tester. The protective frame is located outside the connecting port and the test nail seat. Two abutment blocks are fixedly connected to one end of the protective frame to facilitate the support and fixation of the main body of the penetration mortar strength tester.
[0014] The technical effects and advantages provided by this utility model in the above technical solution are as follows:
[0015] The measuring pin holder, upper locking plate, and indicator block are synchronously linked by a fixed rod, telescopic rod, and connecting rod. As the measuring pin holder and the penetrating pin move and penetrate, the moving distance of the measuring pin holder and the penetrating pin can be directly obtained through the indicator block and scale lines, and thus the penetration depth of the penetrating pin can be directly obtained. This reduces the need for subsequent air blowing and hole depth measurement steps, making the mortar strength measurement process more convenient and efficient. Furthermore, it eliminates the need to carry air blowing and depth measurement equipment, making the testing instrument more portable. Attached Figure Description
[0016] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this utility model. For those skilled in the art, other drawings can be obtained based on these drawings.
[0017] Figure 1 This is a schematic diagram of the overall structure of the present invention. Figure 1 ;
[0018] Figure 2 This is a schematic diagram of the overall structure of the present invention. Figure 2 ;
[0019] Figure 3 This is a three-dimensional structural diagram of the probe holder, lower locking plate, and upper locking plate of this utility model.
[0020] Figure 4 This is a three-dimensional sectional view of the fixing rod of this utility model;
[0021] Figure 5 This is a three-dimensional structural diagram of the connecting rod and fixing plate of this utility model;
[0022] Figure 6 This is a three-dimensional sectional view of the fixing plate of this utility model.
[0023] Explanation of reference numerals in the attached figures:
[0024] 1. Main body of the penetration mortar strength tester; 2. Connecting port; 3. Test nail holder; 4. Penetrating nail; 5. Lower locking plate; 6. Upper locking plate; 7. Snap-fit ring; 8. Snap-fit groove; 9. Fixing rod; 10. Telescopic rod; 11. Connecting rod; 12. Fixing plate; 13. Measuring groove; 14. Indicator block; 15. Scale line; 16. Slide groove; 17. Sliding block; 18. Movable cavity; 19. Limiting movable block; 20. First connecting ear; 21. Second connecting ear; 22. Fixing screw; 23. Wing nut; 24. Movable groove; 25. Protective frame; 26. Abutment block. Detailed Implementation
[0025] To enable those skilled in the art to better understand the technical solution of this utility model, the present utility model will be further described in detail below with reference to the accompanying drawings.
[0026] This utility model provides, for example Figures 1 to 6 The penetration-type building mortar strength tester shown includes:
[0027] The main body 1 of the penetration mortar strength tester and the measuring nail seat 3 at its end. One end of the main body 1 of the penetration mortar strength tester has a connecting port 2. The clamping end of the measuring nail seat 3 extends into the connecting port 2. One end of the measuring nail seat 3 has a penetration nail 4 clamped inside.
[0028] The lower locking plate 5 and the upper locking plate 6 are respectively located at the bottom and top of the clamping end of the probe base 3. A snap ring 7 is fixedly provided on the outside of the clamping end of the probe base 3. A snap groove 8 is provided on the inner end of both the lower locking plate 5 and the upper locking plate 6. The snap ring 7 is located inside the snap groove 8.
[0029] A fixed rod 9 is fixedly mounted on the top of the upper locking plate 6. A telescopic rod 10 is located at the top of the fixed rod 9. A movable cavity 18 is formed inside the fixed rod 9, and a limiting movable block 19 is located inside the movable cavity 18. The bottom end of the telescopic rod 10 extends into the movable cavity 18 and is fixedly connected to the limiting movable block 19. A connecting rod 11 is fixedly connected to the top of the telescopic rod 10. A fixed plate 12 is fixedly mounted on the top of the main body 1 of the penetration mortar strength tester. A movable groove 24, communicating with the interior of the connecting port 2, is located on the top of the main body 1 of the penetration mortar strength tester. The movable groove 24 is located at one end of the fixed plate 12. The movable groove 24 corresponds to the dimensions of the fixed rod 9 and the telescopic rod 10. The top of the fixed plate 12 is provided with a measuring groove 13. One end of the connecting rod 11 extends into the measuring groove 13. One end of the connecting rod 11 is fixed with an indicator block 14. The top of the fixed plate 12 is provided with a scale line 15. The scale line 15 is located on both sides of the measuring groove 13. A sliding groove 16 is provided on both sides of the inner side wall of the measuring groove 13. A slider 17 is fixed on both sides of one end of the connecting rod 11. The two sliders 17 are respectively located inside the two sliding grooves 16.
[0030] Both ends of the lower locking plate 5 are integrally connected to a first connecting ear 20, and both ends of the upper locking plate 6 are integrally connected to a second connecting ear 21. The top of the first connecting ear 20 is fixedly connected to a fixing screw 22. The top of the fixing screw 22 passes through the second connecting ear 21 and extends to the top of the second connecting ear 21. The top of the fixing screw 22 is threadedly connected to a wing nut 23, which is located at the top of the second connecting ear 21.
[0031] The main body 1 of the penetration mortar strength tester is fixedly connected to a protective frame 25 at one end. The protective frame 25 is located outside the connecting port 2 and the test nail seat 3. Two abutment blocks 26 are fixedly connected to one end of the protective frame 25.
[0032] The internal structure of the main body 1 of the penetration mortar strength tester is the same as that of existing penetration mortar strength testers. These structures are existing technology and will not be shown in detail here. Insert one end of the penetration nail 4 into the nail holder 3 and tighten the two wing nuts 23. This will lock the nail holder 3 in place by the lower locking plate 5 and the upper locking plate 6, thus fixing one end of the penetration nail 4 inside the nail holder 3. At this point, the tester is in the following state: Figure 1 As shown, the detector is then wound up, and its state at this time is as follows. Figure 2As shown, the two abutment blocks 26 are brought into contact with the mortar surface to be tested, and then the switch is activated. The elastic structure inside the main body 1 of the penetration mortar strength tester will drive the test nail seat 3 and the penetration nail 4 to penetrate into the mortar. At this time, the test nail seat 3 drives the lower locking plate 5 and the upper locking plate 6 to move synchronously. The upper locking plate 6 drives the fixed rod 9 and the telescopic rod 10 to move synchronously. The telescopic rod 10 drives the connecting rod 11 and the indicator block 14 to move synchronously. At this time, observe the indication of the indicator block 14 to the scale line 15, and then directly read the distance that the indicator block 14 has moved. In this way, the penetration depth of the penetration nail 4 can be directly obtained. Then, the mortar strength can be obtained by directly looking up the reference table.
[0033] This invention uses a fixed rod 9, a telescopic rod 10, and a connecting rod 11 to synchronously link the test nail holder 3, the upper locking plate 6, and the indicator block 14. While the test nail holder 3 and the penetrating nail 4 move and penetrate, the moving distance of the test nail holder 3 and the penetrating nail 4 can be directly obtained through the indicator block 14 and the scale line 15, thus directly determining the penetration depth of the penetrating nail 4. This reduces the need for subsequent air blowing and hole depth measurement steps, making the mortar strength measurement process more convenient and efficient. Furthermore, it eliminates the need to carry air blowing and depth measurement equipment, making the instrument more portable. For convenience, this embodiment specifically addresses the problem that existing penetrating mortar strength testers, in practical use, mostly involve first inserting a penetrating nail into the mortar, then removing the nail, using a blower to remove dust from the hole, and then using a depth measuring structure to measure the depth of the penetration hole. The mortar strength is then determined by referring to a mortar strength comparison table based on the measured depth. This testing method requires multiple pieces of equipment, making the measurement process cumbersome, inefficient, and inconvenient to carry.
[0034] The foregoing description only illustrates certain exemplary embodiments of the present invention. Undoubtedly, those skilled in the art can modify the described embodiments in various ways without departing from the spirit and scope of the present invention. Therefore, the above drawings and descriptions are illustrative in nature and should not be construed as limiting the scope of protection of the claims of the present invention.
Claims
1. A penetration-type building mortar strength tester, characterized in that, include: The main body (1) of the penetrating mortar strength tester and the measuring nail seat (3) at its end, wherein the main body (1) of the penetrating mortar strength tester has a connecting port (2) at one end, the clamping end of the measuring nail seat (3) extends into the connecting port (2), and a penetrating nail (4) is clamped inside one end of the measuring nail seat (3). The lower locking plate (5) and the upper locking plate (6) are respectively located at the bottom and top of the clamping end of the probe holder (3). A snap ring (7) is fixedly provided on the outside of the clamping end of the probe holder (3). A snap groove (8) is opened at the inner end of both the lower locking plate (5) and the upper locking plate (6). The snap ring (7) is located inside the snap groove (8). A fixed rod (9) is fixedly mounted on the top of the upper locking plate (6). A telescopic rod (10) is provided at the top of the fixed rod (9). A connecting rod (11) is fixedly connected to the top of the telescopic rod (10). A fixed plate (12) is fixedly mounted on the top of the main body (1) of the penetrating mortar strength tester. A measuring groove (13) is opened at the top of the fixed plate (12). One end of the connecting rod (11) extends into the measuring groove (13). An indicator block (14) is fixedly mounted on one end of the connecting rod (11). A scale line (15) is opened at the top of the fixed plate (12). The scale line (15) is located on both sides of the measuring groove (13).
2. The penetration-type building mortar strength tester according to claim 1, characterized in that: The measuring groove (13) has a sliding groove (16) on each of its two inner side walls. The connecting rod (11) has a slider (17) fixed on each side of one end. The two sliders (17) are respectively located inside the two sliding grooves (16).
3. The penetration-type building mortar strength tester according to claim 1, characterized in that: The fixed rod (9) has an open movable cavity (18) inside, and a limiting movable block (19) is provided inside the movable cavity (18). The bottom end of the telescopic rod (10) extends into the movable cavity (18) and is fixedly connected to the limiting movable block (19).
4. The penetration-type building mortar strength tester according to claim 1, characterized in that: Both ends of the lower locking plate (5) are integrally connected to a first connecting ear (20), and both ends of the upper locking plate (6) are integrally connected to a second connecting ear (21). The top of the first connecting ear (20) is fixedly connected to a fixing screw (22). The top of the fixing screw (22) passes through the second connecting ear (21) and extends to the top of the second connecting ear (21). The top of the fixing screw (22) is threadedly connected to a wing nut (23). The wing nut (23) is located at the top of the second connecting ear (21).
5. The penetration-type building mortar strength tester according to claim 1, characterized in that: The main body (1) of the penetration mortar strength tester has a movable groove (24) at the top that communicates with the inside of the connecting port (2). The movable groove (24) is located at one end of the fixed plate (12). The size of the movable groove (24) corresponds to that of the fixed rod (9) and the telescopic rod (10).
6. The penetration-type building mortar strength tester according to claim 1, characterized in that: The main body (1) of the penetration mortar strength tester is fixedly connected to a protective frame (25) at one end. The protective frame (25) is located outside the connecting port (2) and the test nail seat (3). Two abutment blocks (26) are fixedly connected to one end of the protective frame (25).