A mortar impermeability test piece molding and demolding integrated machine

CN224651018UActive Publication Date: 2026-08-18FUJIAN KZJ NEW MATERIALS CO LTD
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Patent Information

Application Number
CN202521987764.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-09-16
Publication Date
2026-08-18
Estimated Expiration
2035-09-16

AI Technical Summary

Technical Problem

[0003]现有技术中,砂浆抗渗性试验需在试体侧面和试验模内表面涂一层密封材料,把试件压入试验模使两面平齐,不同的密封材料、不同的压入方式、不同的涂抹厚度,使得试件压入试验模的难易程度、装模效率、试件的密封性也不一样,而且在试验完成后,由于密封材料固化、挤压等因素,密封材料将试件与试验模粘连一起,不易拆模,且不同的人拆模方式不一样,可能出现试模或者试件的表面造成划痕、凹陷等情况

Benefits of technology

[0015]有益效果:本申请能够快速的将砂浆抗渗试件以合适的压力进行装模或脱模,升降装置的设置使得装模或脱模更加容易,施压稳定使得不易对试件的表面造成划痕和凹陷,且本申请结构稳定、体积小,操作简单便捷,能极大的提高砂浆试件装脱模效率,同时保试件与试验模的密封性,提高试验准确性。

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Abstract

The utility model discloses a mortar impermeable test piece moulding and demoulding integrated machine, including, base, lifting device, lifting device sets up in base, and the inside setting of lifting device has the lifting rod, top plate, top plate sets up in the top of lifting device, and the both ends of top plate are connected with base through a support rod respectively, and lifting device is located between two support rods, and top plate is provided with through -hole, and through -hole includes first through -hole and second through -hole, and second through -hole is located above first through -hole, and the diameter of first through -hole is greater than the diameter of second through -hole, and lifting rod is coaxial with through -hole and sets up, support plate, support plate fixed cover sets up in lifting rod. The mortar impermeable test piece of the present application can be moulded or demoulded with suitable pressure quickly, and the setting of lifting device makes moulding or demoulding more easily, and stable pressure application makes it difficult to cause scratch and indentation on the surface of test piece.
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Description

Technical Field

[0001] This utility model relates to the field of mortar waterproofing testing technology, and in particular to an integrated machine for molding and demolding mortar anti-seepage test specimens. Background Technology

[0002] In recent years, with the acceleration of urbanization, the scale and complexity of waterproofing in the construction industry have increased, which has put forward higher requirements for the impermeability of mortar. The frequency of mortar impermeability tests in relevant research units, production units and construction units is constantly increasing.

[0003] In existing technologies, mortar impermeability testing requires applying a layer of sealant to the sides of the specimen and the inner surface of the test mold before pressing the specimen into the mold to ensure both sides are flush. Different sealants, pressing methods, and application thicknesses result in varying degrees of difficulty in pressing the specimen into the mold, mold assembly efficiency, and specimen sealing performance. Furthermore, after the test, due to factors such as sealant curing and compression, the sealant can adhere the specimen to the mold, making demolding difficult. Different people may use different demolding methods, potentially causing scratches or dents on the surface of the mold or specimen. To address these issues, this application proposes an integrated molding and demolding machine for mortar impermeability specimens. Utility Model Content

[0004] Based on this, in order to solve the problems existing in the prior art, this application provides a mortar anti-permeability specimen molding and demolding integrated machine, including a base;

[0005] A lifting device is installed on the base, and a lifting rod is installed inside the lifting device;

[0006] The top plate is located above the lifting device. Both ends of the top plate are connected to the base by a support rod. The lifting device is located between the two support rods. The top plate has through holes, including a first through hole and a second through hole. The second through hole is located above the first through hole. The diameter of the first through hole is larger than the diameter of the second through hole. The lifting rod is coaxial with the through hole. The end of the lifting rod has a groove.

[0007] A support plate has a pad fixedly installed at the center of one side of the support plate, and the support plate can be detachably installed in the groove through the pad.

[0008] Furthermore, a boss is provided on the side of the top plate near the support plate. The shape and size of the boss are the same as those of the support plate, and a through hole passes through the boss.

[0009] Furthermore, it also includes a fixing plate, the middle of which is fixedly sleeved to the outer wall of the lifting device, and the two ends of the fixing plate are slidably sleeved to the support rod.

[0010] Furthermore, screw holes are provided on the side walls of the parts of the fixed plate that are connected to the support rod at both ends. Nuts are threaded into the screw holes, and the end of the nut that extends into the screw hole abuts against the outer wall of the support rod.

[0011] Furthermore, it also includes a pressure gauge, which is located on one side of the lifting device.

[0012] Furthermore, the cross-section of the through hole is circular.

[0013] Furthermore, the thickness of the top plate is 10mm.

[0014] Furthermore, the diameter of the first through hole is 95mm and the height is 5mm, and the diameter of the second through hole is 82mm and the height is 5mm.

[0015] Beneficial effects: This application can quickly install or demold mortar impermeability test specimens with appropriate pressure. The lifting device makes installation or demolding easier, and the stable pressure makes it less likely to cause scratches and dents on the surface of the specimens. In addition, this application has a stable structure, small size, and simple and convenient operation, which can greatly improve the efficiency of mortar specimen installation and demolding, while ensuring the sealing of the specimens and test molds and improving the accuracy of the test. Attached Figure Description

[0016] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the description of the embodiments or the prior art 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 the structures shown in these drawings without creative effort.

[0017] Figure 1 This is a three-dimensional structural diagram of the mortar anti-permeability specimen molding and demolding integrated machine of this utility model;

[0018] Figure 2 This is a schematic cross-sectional view of the first form of the mortar anti-permeability test specimen molding and demolding integrated machine of this utility model;

[0019] Figure 3 This is a schematic cross-sectional view of the second form of the mortar anti-permeability specimen molding and demolding integrated machine of this utility model;

[0020] In the diagram: 1. Base; 2. Lifting device; 21. Lifting rod; 211. Groove; 22. Hand lever; 3. Top plate; 31. Through hole; 311. First through hole; 312. Second through hole; 32. Boss; 4. Support rod; 5. Fixing plate; 51. Nut; 6. Support plate; 61. Pad; 7. Pressure gauge.

[0021] The realization of the purpose, functional features and advantages of this utility model will be further explained in conjunction with the embodiments and with reference to the accompanying drawings. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0023] It should be noted that all directional indicators (such as up, down, left, right, front, back, etc.) in this utility model embodiment are only used to explain the relative positional relationship and movement of each component in a certain specific posture (as shown in the figure). If the specific posture changes, the directional indicator will also change accordingly.

[0024] Furthermore, the use of terms such as "first" and "second" in this utility model is for descriptive purposes only and should not be construed as indicating or implying their relative importance or implicitly specifying the number of technical features indicated. Therefore, a feature defined with "first" or "second" may explicitly or implicitly include at least one of those features. Additionally, the term "and / or" throughout the text includes three solutions; taking A and / or B as an example, it includes technical solution A, technical solution B, and a technical solution that simultaneously satisfies A and B. Furthermore, the technical solutions of various embodiments can be combined with each other, but this must be based on the ability of a person skilled in the art to implement them. When the combination of technical solutions is contradictory or impossible to implement, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection claimed by this utility model.

[0025] like Figure 1-3 As shown in the figure, this application provides a mortar anti-permeability specimen molding and demolding integrated machine, including: a base 1;

[0026] Lifting device 2, which is installed on base 1, and lifting rod 21 is installed inside lifting device 2;

[0027] The top plate 3 is positioned above the lifting device 2. Both ends of the top plate 3 are connected to the base 1 via a support rod 4. The lifting device 2 is located between the two support rods 4. The top plate 3 has a through hole 31, which includes a first through hole 311 and a second through hole 312. The second through hole 312 is located above the first through hole 311. The diameter of the first through hole 311 is larger than the diameter of the second through hole 312. The lifting rod 21 is coaxially arranged with the through hole 31. The end of the lifting rod 21 has a groove 211.

[0028] A support plate 6 has a pad 61 fixedly installed at the center of one side of the support plate 6. The shape and size of the pad 61 match the groove 211. The support plate 6 can be detachably installed in the groove 211 through the pad 61.

[0029] In this embodiment, the lifting device 2 is a jack, and the jack is equipped with a handle 22. By shaking the handle 22, the lifting rod 21 can be extended or retracted from the jack, thereby driving the support plate 6 to rise or fall. The lifting device 2 can stably apply upward pressure.

[0030] The cross-section of the through hole 31 is circular, and the thickness of the top plate 3 is 10mm; the diameter of the first through hole 311 is 95mm and the height is 5mm, and the diameter of the second through hole 312 is 82mm and the height is 5mm; it should be noted that the test mold used in this application is a cylindrical shape with an outer diameter of 93.5mm, while the upper end diameter of the mortar specimen is 70mm and the lower end diameter is 80mm. The internal shape and size of the test mold are consistent with those of the mortar specimen, so both the upper and lower surfaces of the test mold can be embedded in the through hole 31 of the top plate 3;

[0031] The support plate 6 is circular and can support the test piece. The support plate 6 has a circular scale line with a diameter of 95mm, which facilitates the quick placement of the test mold.

[0032] The diameter of the pad 61 is 65mm, and the height of the pad 61 is greater than the length of the experimental mold plus the thickness of the top plate 3.

[0033] like Figure 2 As shown, in the first state, the pad 61 is located in the groove 211;

[0034] like Figure 3 As shown, in the second state, the pad 61 is located above the support plate 6;

[0035] The working principle is as follows: The top of the jack lifting rod 21 supports the support plate 6, which can move up and down with the jack lifting rod 21. When the test mold is installed, the pad block 61 is located in the groove 211. First, the test mold is placed on the outside of the specimen with the side coated with sealant. After the sealant is applied, the overall diameter of the specimen will be slightly larger, resulting in the overall size of the specimen being larger than the inner diameter of the test mold. At this time, the test mold is placed on the outside of the specimen, and part of the lower end of the specimen will protrude from the test mold. The lower end face of the test mold and the lower end face of the test specimen are placed inside the circular scale line of the support plate 6. The scale line of the support plate 6 is aligned with the 95mm first through hole 311 of the top plate 3. Then, the lever 22 of the lifting device 2 is manually pressed. The lifting device 2 drives the support plate 6 to rise continuously. The upper end face of the test mold is embedded in the through hole 31 of the top plate 3. The pressure is continued to be applied so that the test specimen protruding from the lower end face of the test mold is continuously pressed into the test mold until the test specimen is flush with both ends of the test mold, thus completing the molding of the impermeability test specimen.

[0036] When dismantling the test mold, flip the support plate 6 so that the pad 61 is above the support plate 6. Flip the test mold containing the test specimen inside and place it upside down in the circular scale line of the support plate 6 so that the pad 61 is aligned with the test specimen inside the test mold. Then, manually press the lever 22 of the lifting device 2. The support plate 6 and the pad 61 rise continuously. The lower end face of the test mold is embedded in the through hole 31 of the top plate 3 and is restricted from moving by the first through hole 311. Continue to apply pressure. At this time, the pad 61 continues to move upward. First, it pushes the test specimen out of the test mold. Then, it continues to push the test specimen out from the second through hole 312, thus completing the demolding of the test specimen from the test mold.

[0037] This application enables the rapid loading or unloading of mortar anti-permeability specimens with appropriate pressure. The lifting device 2 makes loading or unloading easier, and the stable pressure makes it less likely to cause scratches and dents on the surface of the specimens. Furthermore, the invention has a stable structure, small size, and simple and convenient operation, which can greatly improve the loading and unloading efficiency of mortar specimens, while ensuring the sealing of the specimens and the test mold, and improving the accuracy of the test.

[0038] In one embodiment, a boss 32 is provided on the side of the top plate 3 near the support plate 6, and a through hole 31 passes through the boss 32.

[0039] In this embodiment, the boss 32 is provided, and the side of the boss 32 closest to the support plate 6 is parallel to the support plate 6.

[0040] In one embodiment, a fixing plate 5 is further included, with the middle part of the fixing plate 5 fixedly sleeved on the outer wall of the lifting device 2, and the two ends of the fixing plate 5 slidably sleeved on the support rod 4 respectively.

[0041] In this embodiment, by fitting a fixing plate 5 on the outer wall of the lifting device 2, the lifting device 2 can be prevented from moving when the lever 22 is cranked, and the structural stability can also be increased. The fixing plate 5 is slidably set with the support rod 4, so that the height of the fixing plate 5 is adjustable and the lifting device 2 at different heights can be fixed.

[0042] In one embodiment, the sidewalls of the parts of the fixing plate 5 that are connected to the support rod 4 at both ends are provided with screw holes, and nuts 51 are threaded into the screw holes. The end of the nut 51 that extends into the screw hole abuts against the outer wall of the support rod 4.

[0043] In this embodiment, the nut 51 can be tightened after the fixing plate 5 is fixed to the lifting device 2, so that the fixing plate 5 is fixed to the support rod 4, preventing the lifting device 2 from shifting due to the sliding of the fixing plate 5 during the test.

[0044] In one embodiment, a pressure gauge 7 is also included, which is disposed on one side of the lifting device 2.

[0045] In this embodiment, by setting pressure gauge 7, the value of pressure gauge 7 can be observed during the pressurization process, avoiding excessive pressure caused by factors such as uneven or excessively thick application of sealing material, which could damage the internal structure of the specimen and lead to data distortion.

[0046] The above description is only a preferred embodiment of the present utility model and does not limit the patent scope of the present utility model. All equivalent structural transformations made under the inventive concept of the present utility model using the contents of the present utility model specification and drawings, or direct / indirect applications in other related technical fields, are included within the patent protection scope of the present utility model.

Claims

1. A mortar impermeability test specimen loading and unloading integrated machine, characterized in that, include: Base; A lifting device is provided on the base, and a retractable lifting rod is provided inside the lifting device; A top plate is disposed above the lifting device. Both ends of the top plate are connected to the base by a support rod. The top plate has through holes, including a first through hole and a second through hole. The second through hole is located above the first through hole. The diameter of the first through hole is larger than the diameter of the second through hole. The lifting rod is coaxially disposed with the through holes. The end of the lifting rod has a groove. A support plate, wherein a pad is fixedly installed at the center of one side of the support plate, and the support plate is detachably installed in the groove via the pad.

2. The mortar impermeability test specimen loading and unloading integrated machine according to claim 1, characterized in that, A boss is provided on the side of the top plate near the support plate, and the through hole passes through the boss.

3. The mortar impermeability test specimen loading and unloading integrated machine according to claim 1, characterized in that, It also includes a fixing plate, the middle part of which is fixedly sleeved on the outer wall of the lifting device, and the two ends of the fixing plate are respectively slidably sleeved on the support rod.

4. The mortar anti-permeability specimen loading and unloading integrated machine according to claim 3, characterized in that, Both ends of the fixing plate have screw holes on the side walls of the parts that are connected to the support rod. Nuts are threaded into the screw holes, and one end of the nut extends into the screw hole and abuts against the outer wall of the support rod.

5. The mortar impermeability test specimen loading and unloading integrated machine according to claim 1, characterized in that, It also includes a pressure gauge, which is located on one side of the lifting device.

6. The mortar anti-permeability specimen molding and demolding integrated machine according to claim 1, characterized in that, The cross-section of the through hole is circular.

7. The mortar impermeability test specimen loading and unloading integrated machine according to claim 1, characterized in that, The lifting device is a jack.

8. The mortar impermeability test specimen loading and unloading integrated machine according to claim 5, characterized in that, The top plate is 10mm thick. The diameter of the first through hole is 95mm and the height is 5mm. The diameter of the second through hole is 82mm and the height is 5mm.