Pouring template assembly of concrete structure detection hole

Abstract

The utility model relates to a concrete pouring template, in particular to a pouring template assembly of a concrete structure detection hole, which is arranged on a concrete member and is used for recovering and pouring the detection hole on the concrete member. The pouring template assembly comprises a grouting mold main body, a grouting pipe and a grouting mold fixing piece; the grouting mold bodies are located at the two ends of the detection hole correspondingly, the grouting mold bodies on the two sides abut against the surfaces of the two sides of the concrete member through the grouting mold fixing pieces correspondingly, and the grouting mold bodies on the two sides and the concrete member form a closed area; a grouting hole is formed in the grouting mold body on one side, and the grouting pipe is connected with the grouting hole; and an overflow hole is formed in the grouting mold main body on the other side. Compared with the prior art, the utility model solves the problems that the common template retaining member in the prior art is inconvenient to pour and grout, the grouting in the hole is possibly not dense, and the engineering quality problem exists; according to the pouring formwork assembly, compactness of grouting in a hole can be guaranteed through the dead weight of injected concrete, and construction is convenient and fast.

Description

Technical Field

[0001] The utility model relates to a concrete casting formwork, in particular to a casting formwork assembly for a detection hole of a concrete structure. Background Art

[0002] The detection of concrete structures refers to the evaluation and detection of the performance, damage and defects of concrete structures through a series of detection means to determine the integrity, safety and durability of the structures. Its main purpose is to ensure the safety and reliability of the structures, timely detect and evaluate the structural damage and defects, and provide a scientific basis for the maintenance, reinforcement and transformation of the structures.

[0003] In the detection of concrete structures, there are various methods that can be adopted:

[0004] 1. Non-destructive testing methods: such as the rebound method, ultrasonic method, radar method, etc. These methods are used for detection without affecting the performance of the concrete structure. For example, the ultrasonic method uses the difference in the propagation speed of ultrasonic waves in different materials to detect the internal defects of concrete; radar detection uses radar signals to penetrate the concrete structure to detect the internal defects and steel bars of the concrete.

[0005] 2. Semi-destructive testing methods: such as the drilling method, post-installed pull-out method, etc. These methods are used for local damage detection of the structure without affecting the load-bearing capacity of the concrete structure. For example, the drilling method drills samples in the concrete structure for laboratory analysis and testing to evaluate the quality and durability of the structure; the post-installed pull-out method drills holes, grinds grooves, embeds anchor bolts and installs a pull-out instrument on the surface of the hardened concrete for a pull-out test to measure the ultimate pull-out force, thereby detecting the concrete strength.

[0006] 3. Visual inspection: This is one of the most commonly used detection methods, which can directly observe problems such as cracks and peeling on the surface of the concrete.

[0007] Among them, the drilling method is a commonly used quality detection method, which analyzes the quantity and size of holes by drilling samples in the concrete. Although this method is accurate, it will cause certain damage to the concrete components.

[0008] With the increase in the service time of building structures, the concrete structure reinforcement projects tend to increase. The detection holes left during the concrete structure detection process need to be restored in a timely manner. The existing restoration method is to support with ordinary formwork. In actual operation, it is not convenient for pouring and grouting, and it may cause the grouting in the hole to be not dense, resulting in engineering quality problems.

[0009] Therefore, it is necessary to propose a casting formwork that is convenient for construction and can ensure the repair quality. Content of the Utility Model

[0010] The purpose of the present utility model is to provide a casting formwork assembly for a concrete structure inspection hole to solve at least one of the above problems, so as to solve the problems in the actual operation of using ordinary formwork for retaining in the prior art, where it is inconvenient for pouring and grouting, and it may cause the grouting in the hole to be not dense, resulting in engineering quality problems; the casting formwork assembly of this solution is applicable to the grouting restoration of concrete structure inspection holes, and realizes ensuring the density of the grouting in the hole by the self-weight of the injected concrete, with convenient and fast construction.

[0011] The purpose of the present utility model is achieved through the following technical solutions:

[0012] A casting formwork assembly for a concrete structure inspection hole is installed on a concrete member and is used for the restoration casting of the inspection hole on the concrete member;

[0013] The casting formwork assembly includes a grouting mold main body, a grouting pipe, and a grouting mold fixing member;

[0014] There are a pair of the grouting mold main bodies, which are respectively located at both ends of the inspection hole. The grouting mold main bodies on both sides are respectively abutted against the two side surfaces of the concrete member through the grouting mold fixing members, and the grouting mold main bodies on both sides and the concrete member form a closed area;

[0015] A grouting hole is opened on one side of the grouting mold main body, and the grouting pipe is connected to the grouting hole; an overflow hole is opened on the other side of the grouting mold main body.

[0016] Preferably, both the grouting hole and the overflow hole are arranged higher than the highest point of the inspection hole.

[0017] Preferably, a sealing member is also press-fitted between the grouting mold main body and the concrete member.

[0018] Preferably, the sealing member is a sealing strip.

[0019] Preferably, the grouting mold fixing member is a screw, and the grouting mold fixing member penetrates through the closed area.

[0020] Preferably, a screw hole for passing through the grouting mold fixing member is opened at the center of the grouting mold main body.

[0021] Preferably, the grouting mold main body includes a central convex portion and a circumferential press-fitting portion; the grouting mold main body abuts against the surface of the concrete member, and a cavity is formed inside the convex portion.

[0022] Preferably, the convex portion is a partial sphere.

[0023] Preferably, the grouting hole or the overflow hole is opened on the convex portion.

[0024] Preferably, the material of the grouting mold main body is metal or rigid foam plastic.

[0025] The working principle of the utility model is as follows:

[0026] During assembly, the main body of the grouting mold is placed at both ends of the detection hole, and the main body of the grouting mold is locked and pressed on the concrete surface through the grouting mold fixing piece to form a closed area; a grouting pipe is connected to the grouting hole.

[0027] During grouting, the grouting pipe injects concrete slurry through the grouting hole, and when the other overflow pipe overflows, it means that the grouting is completed.

[0028] During disassembly, after the grouting is completed and the concrete slurry has finally set, the grouting pipe, the grouting mold fixing piece and the main body of the grouting mold are removed in sequence, the concrete protruding above the surface of the concrete member is chiseled to make it flat, and the small holes of the grouting mold fixing piece are filled.

[0029] Compared with the prior art, the utility model has the following beneficial effects:

[0030] 1. The main body of the grouting mold is made of metal or hard plastic, which can bear a certain pressure and ensure the stability and reliability of the construction process;

[0031] 2. The casting formwork assembly can be reused to meet the environmental protection and economic requirements;

[0032] 3. The main body of the grouting mold of various specifications can be prefabricated in the factory, and then the main body of the grouting mold of the corresponding specification is selected according to the diameter of the actual detection hole to be cast. It is convenient to use and meets the applicability requirements. Description of the Drawings

[0033] Figure 1 It is a schematic structural diagram of the casting formwork assembly assembled on the concrete member;

[0034] Figure 2 It is a schematic structural diagram of the main body of the grouting mold and the seal;

[0035] Figure 3 For Figure 2 The structural cross-sectional view of the 1-1 section in;

[0036] In the figure: 1 - the main body of the grouting mold; 2 - the grouting hole; 3 - the grouting pipe; 4 - the overflow hole; 5 - the grouting mold fixing piece; 6 - the detection hole; 7 - the seal; 8 - the screw hole. Detailed Description of the Preferred Embodiments

[0037] The present utility model will be described in detail below with reference to the accompanying drawings and specific embodiments.

[0038] Embodiment

[0039] A casting formwork assembly for a detection hole 6 of a concrete structure, as Figures 1-3As shown, it is installed on a concrete member and used for the restoration pouring of the inspection hole 6 on the concrete member.

[0040] The pouring formwork assembly includes a grouting mold main body 1, a grouting pipe 3, and a grouting mold fixing member 5.

[0041] A pair of the grouting mold main bodies 1 are provided, which are respectively located at both ends of the inspection hole 6. The grouting mold main bodies 1 on both sides are respectively abutted against the two side surfaces of the concrete member through the grouting mold fixing members 5, and the grouting mold main bodies 1 on both sides and the concrete member form a closed area.

[0042] A grouting hole 2 is opened on one side of the grouting mold main body 1, and the grouting pipe 3 is connected to the grouting hole 2; an overflow hole 4 is opened on the other side of the grouting mold main body 1.

[0043] More specifically, in this embodiment:

[0044] As Figure 1 shown, this pouring formwork assembly is used for the repair pouring of the inspection hole 6 on the concrete member.

[0045] This pouring formwork assembly includes a grouting mold main body 1, a pouring mold fixing member, and a grouting pipe 3.

[0046] As Figure 1 shown, a pair of grouting mold main bodies 1 are provided, which are respectively arranged at both ends of the inspection hole 6 and respectively abutted against the two side surfaces of the concrete member; the pouring mold main bodies on both sides and the concrete member together form a closed area. A sealing member 7 is further provided between the surface of the pouring mold main body and the concrete member, as Figure 2 , which is used to control the sealing performance of the closed area to avoid the leakage of concrete slurry and the mixing of air bubbles during pouring. The sealing member 7 can adopt a sealing strip, such as a circumferential rubber strip, which is completely pressed between the grouting mold main body 1 and the concrete member.

[0047] The pouring mold fixing member adopts a fixing screw, which penetrates through the inspection hole 6 and the pouring mold main bodies on both sides, and after being adjusted in place, nuts are tightened at both ends to connect the pouring mold main bodies on both sides and achieve effective fixation on the concrete member. Further, a gasket can be provided between the nut and the pouring mold main body.

[0048] A grouting hole 2 is provided on one side of the grouting mold main body 1, and an overflow hole 4 is provided on the other side of the grouting mold main body 1; the grouting pipe 3 is connected to the grouting hole 2 to pour the concrete slurry for repair into the closed area. Both the grouting hole 2 and the overflow hole 4 are higher than the highest point in the inspection hole 6, so that the inside of the inspection hole 6 can be filled with the concrete slurry by its own weight and ensure density.

[0049] As Figure 2 、 3As shown in the figure, the grouting mold body 1 is composed of a central convex part and a circumferential pressing part communicating with each other. The convex part is a partial sphere, and the pressing part is annular. The grouting hole 2 and the overflow hole 4 are both arranged on the convex part and are inclined relative to the horizontal plane; the seal 7 is pressed between the pressing part and the concrete member. A certain cavity is formed inside the convex part to accommodate and buffer the injected concrete slurry, and at the same time, it can also ensure that when overflow occurs at the overflow hole 4, the inspection hole 6 is filled with concrete slurry. A screw hole 8 is also opened at the center of the convex part for the pouring mold fixing part to pass through. The grouting mold body 1 is made of metal or rigid foam plastic, with good structural strength to ensure the reliability of the pouring process.

[0050] When the pouring template assembly is in use:

[0051] During assembly, the grouting mold body 1 is placed at both ends of the inspection hole 6 respectively, and the grouting mold body 1 is locked and pressed on the concrete surface through the grouting mold fixing part 5 to form a closed area; a grouting pipe 3 is connected to the grouting hole 2.

[0052] During grouting, the grouting pipe 3 injects concrete slurry through the grouting hole 2, and when the other overflow pipe overflows, it means that the grouting is completed.

[0053] During disassembly, after the grouting is completed and the concrete slurry has finally set, the grouting pipe 3, the grouting mold fixing part 5 and the grouting mold body 1 are removed in sequence, the seal 7 is cleaned, the concrete protruding above the concrete member surface is chiseled to make it flat, and the small holes of the grouting mold fixing part 5 are filled.

[0054] In summary, this pouring template assembly is a concrete pouring template, suitable for the grouting restoration of the inspection hole 6 of the concrete structure; since both the grouting hole 2 and the overflow hole 4 are higher than the vertex of the inspection hole 6, the self-weight of the injected concrete slurry can be used to ensure the denseness of the grouting in the inspection hole 6, and the construction is convenient and fast.

[0055] The above description of the embodiments is for the convenience of those of ordinary skill in the art to understand and use the utility model. It is obvious that those skilled in the art can easily make various modifications to these embodiments and apply the general principles described herein to other embodiments without creative labor. Therefore, the present utility model is not limited to the above embodiments, and the improvements and modifications made by those skilled in the art without departing from the scope of the present utility model according to the disclosure of the present utility model should be within the protection scope of the present utility model.

Claims

1. A casting template assembly for a concrete structure detection hole, characterized in that: Installed on a concrete component, used for restoration pouring of a detection hole (6) on the concrete component; The casting template assembly comprises a grouting mold body (1), a grouting pipe (3) and a grouting mold fixing part (5); A pair of grouting mold bodies (1) are provided, which are respectively located at the two ends of the detection hole (6). The grouting mold bodies (1) on both sides are respectively abutted against the surfaces of both sides of the concrete component through the grouting mold fixing parts (5). The grouting mold bodies (1) on both sides and the concrete component form a closed area. A grouting hole (2) is provided on the grouting mold body (1) on one side, and the grouting pipe (3) is connected to the grouting hole (2); an overflow hole (4) is provided on the grouting mold body (1) on the other side.

2. A casting template assembly for a concrete structure detection hole according to claim 1, characterized in that: The grouting hole (2) and the overflow hole (4) are both arranged higher than the highest point of the detection hole (6).

3. A casting template assembly for a concrete structure detection hole according to claim 1, characterized in that: A sealing member (7) is also provided between the grouting mold body (1) and the concrete component by compression.

4. A casting template assembly for a concrete structure detection hole according to claim 3, characterized in that: The sealing member (7) is a sealing strip.

5. The casting formwork assembly for a concrete structure detection hole according to claim 1, characterized in that: The grouting mold fixing part (5) is a screw rod, and the grouting mold fixing part (5) is arranged to penetrate the closed area.

6. A casting template assembly for a concrete structure detection hole according to claim 5, characterized in that: A screw hole (8) for passing a grouting mold fixing piece (5) is provided at the center of the grouting mold body (1).

7. A casting template assembly for a concrete structure detection hole according to claim 1, characterized in that: The grouting mold body (1) comprises a central raised portion and a circumferential pressed portion; the grouting mold body (1) is in contact with the surface of a concrete component, and a cavity is formed inside the raised portion.

8. A casting template assembly for a concrete structure detection hole according to claim 7, characterized in that: The raised portion is a partial sphere.

9. A casting template assembly for a concrete structure detection hole according to claim 7, characterized in that: The grouting hole (2) or the overflow hole (4) is opened on the raised part.

10. The casting formwork assembly for a concrete structure detection hole according to claim 1, characterized in that: The material of the injection mold body (1) is metal or hard foam plastic.

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