Concrete module

By pre-embedding expansion sleeves in the concrete modules, the problem of mismatch between the sleeve size and the reserved hole size was solved, simplifying the on-site installation steps and reducing the risk of water leakage.

CN223723993UActive Publication Date: 2025-12-26CHINA STATE CONSTR HAILONG TECH CO LTD +1
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Patent Information

Application Number
CN202520112564.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-17
Publication Date
2025-12-26
Estimated Expiration
2035-01-17

AI Technical Summary

Technical Problem

In existing technologies, when connecting concrete modules to the main structure, the sleeves installed in the reserved holes need to be sealed twice, which complicates the on-site procedures and increases the risk of water leakage.

Method used

The system employs telescopic sleeves, which are pre-embedded in the concrete modules. It consists of multiple sleeve units that are nested sequentially and coaxially arranged. Adjacent sleeve units can be telescopically connected to the reserved holes in the main structure, simplifying on-site installation steps and avoiding size mismatch issues.

Benefits of technology

This simplifies the on-site installation process between the concrete modules and the main structure, reducing the risk of water leakage.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of modular buildings, in particular to a concrete module. The concrete module comprises the concrete module body and the telescopic sleeve, the telescopic sleeve is pre-embedded in the concrete module body, and due to the fact that in the preparation process of the concrete module, the telescopic sleeve is pre-embedded in the prefabricated hole of the concrete module, and the step of installing the sleeve in the concrete module on the installation site is avoided. Meanwhile, due to the fact that the telescopic sleeve comprises the multiple sleeve units which are sequentially arranged in a sleeving mode and coaxially arranged, every two adjacent sleeve units can stretch out and draw back relatively, and then the main body structure is poured after the sleeve unit on the inner side stretches out of a prefabricated hole of the concrete module to be connected to a preformed hole of the main body structure; and after the concrete module is connected with the main body structure on site, the problem of secondary plugging caused by the fact that a sleeve is installed in a reserved hole of the concrete module and the size of the sleeve is not matched with the size of the reserved hole is solved, and the process of on-site installation of the concrete module and the main body structure is simplified.
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Description

TECHNICAL FIELD

[0001] The utility model relates to modularization building technical field especially relates to a concrete module. BACKGROUND

[0002] The concrete module (MIC) is the core technology of the era of fabricated building, and its principle is to split the building into different modules according to the different building function partitions, and then to make the modules in a large scale with high standard, high quality and high efficiency.

[0003] In the prior art, a hole is reserved in the concrete module, and when the concrete module is hoisted to the site, it needs to be connected with the main structure, and a sleeve is sleeved in the embedded hole to connect the concrete module and the main structure.

[0004] However, since the reserved size is not uniform, the gap between the sleeve and the reserved hole needs to be sealed twice, which makes the on-site process complex and increases the risk of water leakage. UTILITY MODEL CONTENTS

[0005] (I) Technical problem to be solved

[0006] In view of the above shortcomings and deficiencies of the prior art, the utility model provides a concrete module, which solves the technical problem that the installation of the sleeve in the reserved hole after the connection of the concrete module with the main structure on site needs to be sealed twice, making the on-site process complex and increasing the risk of water leakage.

[0007] (II) Technical scheme

[0008] In order to achieve the above purpose, the main technical scheme adopted by the utility model comprises:

[0009] The utility model embodiment provides a concrete module, which comprises a concrete module body and a telescopic sleeve, the telescopic sleeve is embedded in the concrete module body; the telescopic sleeve comprises a plurality of sleeve units which are sleeved in sequence and coaxially arranged; the adjacent two sleeve units can be relatively telescopic to make the inner sleeve unit of the sleeve units extend out of the prefabricated hole of the concrete module body and be connected to the reserved hole of the main structure.

[0010] Preferably, between the adjacent two sleeve units, the inner wall of the sleeve unit located on the outside comprises a first smooth section and an internal thread section connected, and the outer wall of the sleeve unit located on the inside comprises an external thread section and a second smooth section connected; the internal thread section is located on the side close to the main structure; the external thread section is located on the side away from the main structure; the adjacent two sleeve units can be relatively slid, and the internal thread section of the sleeve unit located on the outside is threadedly connected with the external thread section of the sleeve unit located on the inside.

[0011] Preferably, the inner wall of the outer relative sleeve unit between two adjacent sleeve units further comprises a limiting smooth section, which is located at the end of the internal thread section and away from the first smooth section.

[0012] Preferably, the first end of the outermost sleeve unit extends radially outward to form a first positioning ring.

[0013] Preferably, the second end of the innermost sleeve unit extends radially outward to form a second positioning ring.

[0014] Preferably, a plurality of bolt holes are arranged on the first and second positioning rings.

[0015] Preferably, the sleeve unit is a cylindrical structure.

[0016] Preferably, the height of the sleeve unit is 100-200mm.

[0017] Preferably, the inner diameter of the sleeve unit decreases from the outside to the inside.

[0018] (Three) beneficial effects

[0019] The beneficial effects of the utility model are:

[0020] The concrete module comprises a concrete module body and a telescopic sleeve, and the telescopic sleeve is embedded in the concrete module body. During the preparation of the concrete module, the telescopic sleeve is embedded in the prefabricated hole of the concrete module, thereby avoiding the step of installing the sleeve in the concrete module at the installation site. Meanwhile, the telescopic sleeve comprises a plurality of sleeve units which are coaxially arranged in sequence, and the two adjacent sleeve units can be relatively telescoped to make the inner sleeve unit extend out of the prefabricated hole of the concrete module and be connected to the reserved hole of the main structure, and then the main structure is poured, thereby avoiding the problem of secondary plugging caused by the size mismatch between the sleeve and the reserved hole when the sleeve is installed in the reserved hole of the concrete module after the concrete module is connected to the main structure at the site, and simplifying the process of installing the concrete module and the main structure at the site and reducing the risk of water leakage. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 Fig. 2 is a structural schematic view of the concrete module and the main structure connection of the utility model;

[0022] Figure 2 Fig. 3 is a structural schematic view of the telescopic sleeve of the utility model; Figure 1 Fig. 4 is a structural schematic view of the telescopic sleeve of the utility model;

[0023] Figure 3 Fig. 5 is a sectional view of the telescopic sleeve of the utility model; Figure 2

[0024] Figure 4 ​This is a cross-sectional schematic diagram of a middle sleeve unit;

[0025] Figure 5 This is a schematic diagram of the structure of a telescopic sleeve according to another embodiment;

[0026] Figure 6 This is a schematic diagram of the structure in the retracted state of the telescopic sleeve.

[0027] [Explanation of Labels in the Attached Image]

[0028] 1: Concrete module body; 2: Telescopic sleeve; 21: Sleeve unit; 211: First smooth section; 212: Internal thread section; 213: Limiting smooth section; 214: External thread section; 215: Second smooth section; 22: First positioning ring; 23: Second positioning ring; 3: Main structure. Detailed Implementation

[0029] To better explain and facilitate understanding of this utility model, the present utility model will be described in detail below with reference to the accompanying drawings and specific embodiments.

[0030] like Figure 1 As shown, this embodiment provides a concrete module, which includes a concrete module body 1 and a telescopic sleeve 2, with the telescopic sleeve 2 pre-embedded in the concrete module body 1. Because the telescopic sleeve 2 is pre-embedded in the concrete module body 1 during the concrete module manufacturing process, the step of installing the sleeve in the concrete module at the installation site is avoided. This avoids the problem of secondary sealing caused by the mismatch between the sleeve and the reserved hole size when installing the sleeve in the reserved hole of the concrete module at the installation site. It should be noted that "the telescopic sleeve 2 is pre-embedded in the concrete module body 1" means that during the reinforcement construction of the concrete module body 1, the telescopic sleeve 2 is inserted through the reinforcement of the concrete module body 1 before concrete pouring.

[0031] The telescopic sleeve 2 includes multiple sleeve units 21 that are sequentially sleeved and coaxially arranged. Two adjacent sleeve units 21 can expand and contract relative to each other so that the inner sleeve unit 21 extends out of the precast hole of the concrete module body 1 and connects to the reserved hole of the main structure 3. Only the main structure 3 needs to be poured, and there is no need to install the sleeve in the precast hole of the concrete module on site, thereby simplifying the on-site installation process of the concrete module and the main structure 3 and reducing the risk of water leakage.

[0032] In practical applications, multiple concrete modules are hoisted to the site. The main structure 3 is a steel reinforcement frame. When the concrete modules are connected to the steel reinforcement frame, the expansion sleeve 2 is stretched through the pre-drilled holes in the steel reinforcement frame before the steel reinforcement frame is poured on-site. It should be noted that when the expansion sleeve 2 is in the contracted state, its thickness does not exceed the wall thickness of the concrete modules.

[0033] As shown in Figure 2 and Figure 3 , between the two adjacent sleeve units 21, the inner wall of the sleeve unit 21 located at the outer side comprises a first smooth section 211 and an inner thread section 212 connected, and the outer wall of the sleeve unit 21 located at the inner side comprises an outer thread section 214 and a second smooth section 215 connected, the inner thread section 212 is located at the side close to the main structure 3, and the outer thread section 214 is located at the side away from the main structure 3, the two adjacent sleeve units 21 can slide relative to each other, and the inner thread section 212 of the sleeve unit 21 located at the outer side is screwed with the outer thread section 214 of the sleeve unit 21 located at the inner side, wherein the inner diameter of the first smooth section 211 of the sleeve unit 21 located at the outer side is greater than the nominal diameter of the outer thread section 214 of the sleeve unit 21 located at the inner side, and the minor diameter of the inner thread section 212 of the sleeve unit 21 located at the outer side is greater than the outer diameter of the second smooth section 215 of the sleeve unit 21 located at the inner side. As shown in Figure 6 , in this embodiment, when the two adjacent sleeve units 21 are retracted, the outer thread section 214 of the sleeve unit 21 located at the inner side rotates relative to the inner thread section 212 of the sleeve unit 21 located at the outer side, and since the inner diameter of the first smooth section 211 of the sleeve unit 21 located at the outer side is greater than the nominal diameter of the outer thread section 214 of the sleeve unit 21 located at the inner side, and the minor diameter of the inner thread section 212 of the sleeve unit 21 located at the outer side is greater than the outer diameter of the second smooth section 215 of the sleeve unit 21 located at the inner side, the outer thread section 214 slides relative to the first smooth section 211, and the inner thread section 212 slides relative to the second smooth section 215, so that the sleeve unit 21 located at the inner side can be retracted into the sleeve unit 21 located at the outer side.

[0034] As shown in Figure 4 , in order to avoid disconnection of the two adjacent sleeve units 21 when stretched, the inner wall of the sleeve unit 21 located at the outer side between the two adjacent sleeve units 21 further comprises a limiting smooth section 213 located at the end of the inner thread section 212 and away from the side of the first smooth section 211, wherein the inner diameter of the limiting smooth section 213 is less than the nominal diameter of the outer thread section 214 of the sleeve unit 21 located at the inner side. When the two adjacent sleeve units 21 are stretched, the outer thread section 214 of the sleeve unit 21 located at the inner side slides relative to the first smooth section 211 of the sleeve unit 21 located at the outer side to the inner thread section 212, and the outer thread section 214 rotates relative to the inner thread of the sleeve unit 21 located at the outer side, so that the sleeve unit 21 located at the inner side can be extended to the sleeve unit 21 located at the outer side, and since the inner diameter of the limiting smooth section 213 is less than the nominal diameter of the outer thread section 214 of the sleeve unit 21 located at the inner side, the two adjacent sleeve units 21 are prevented from being disconnected from each other.

[0035] In order to facilitate the positioning installation of the telescopic sleeve 2, the first end of the outermost sleeve unit 21 extends radially outward to form a first positioning ring 22. The second end of the innermost sleeve unit 21 extends radially outward to form a second positioning ring 23. A plurality of bolt holes are formed on the first positioning ring 22 and the second positioning ring 23. The first positioning ring 22 of the telescopic sleeve 2 is positioned by bolts between the concrete module body 1, and the second positioning ring 23 of the telescopic sleeve 2 is positioned by bolts between the main structure 3.

[0036] In the embodiment, the inner diameters of the sleeve units 21 gradually decrease from the outside to the inside, and the sleeve units 21 are in a cylindrical structure. The height of the sleeve unit 21 is 100-200mm, and the specific height is determined according to the wall thickness of the actual concrete module body 1.

[0037] The number of the telescopic sleeves 2 can be determined according to the thickness of the main structure 3, such as three as shown in FIG. 1, or six as shown in FIG. 2. Figure 5 Figure 3

[0038] In the description of the utility model, it is to be understood that the terms "first", "second" are only for the purpose of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features limited by "first", "second" can explicitly or implicitly include one or more of the features. In the description of the utility model, the meaning of "multiple" is two or more than two, unless otherwise specifically limited.

[0039] In the utility model, unless otherwise specifically defined and limited, the terms "installation", "connection", "connection", "fixing" and the like should be understood in a broad sense, for example, it can be fixedly connected, or it can be detachably connected, or it can be integrated; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium; it can be the communication between two elements or the interaction relationship between two elements. For ordinary skilled in the art, the specific meaning of the above terms in the utility model can be understood according to the specific situation.

[0040] In the utility model, unless otherwise specifically defined and limited, the first feature is "on" or "under" the second feature, which can be directly contacted by the first and second features, or indirectly contacted by the first and second features through an intermediate medium. Moreover, the first feature is "above", "above" and "above" the second feature, which can be directly above or obliquely above the first feature, or only indicates that the horizontal height of the first feature is higher than that of the second feature. The first feature is "below", "below" and "below" the second feature, which can be directly below or obliquely below the first feature, or only indicates that the horizontal height of the first feature is lower than that of the second feature. ​​

[0041] In the description of the present specification, the description of the terms "one embodiment", "some embodiments", "embodiment", "example", "specific example" or "some examples" and the like means that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the present application. In the present specification, the illustrative description of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any appropriate manner in any one or more embodiments or examples. Furthermore, the person skilled in the art can combine and combine the different embodiments or examples described in the present specification and the features of the different embodiments or examples without contradiction.

[0042] Although the embodiments of the present application have been shown and described above, it is understood that the above embodiments are exemplary and cannot be understood as limiting the present application, and the person skilled in the art can modify, modify, replace and modify the above embodiments within the scope of the present application.

Claims

1. A concrete module, characterized in that, The concrete module comprises a concrete module body (1) and a telescopic sleeve (2) embedded in the concrete module body (1). The telescopic sleeve (2) comprises a plurality of sleeve units (21) arranged in sequence and coaxially. The sleeve units (21) on the inside can be extended out of the prefabricated hole of the concrete module body (1) to be connected to the reserved hole of the main structure (3).

2. The concrete module of claim 1, wherein: The inner wall of the sleeve unit (21) on the outside comprises a first smooth section (211) and an inner threaded section (212) connected to each other, and the outer wall of the sleeve unit (21) on the inside comprises an outer threaded section (214) and a second smooth section (215) connected to each other. The inner threaded section (212) is located on the side close to the main structure (3). The outer threaded section (214) is located on the side away from the main structure (3). The sleeve units (21) on the outside and the sleeve units (21) on the inside can be relatively slid, and the inner threaded section (212) of the sleeve unit (21) on the outside is screwed with the outer threaded section (214) of the sleeve unit (21) on the inside.

3. The concrete module of claim 2, wherein: The inner wall of the sleeve unit (21) on the outside further comprises a limiting smooth section (213) located at the end of the inner threaded section (212) and away from the first smooth section (211).

4. The concrete module of claim 1, wherein: The first end of the outermost sleeve unit (21) extends radially outward to form a first positioning ring (22).

5. The concrete module of claim 4, wherein: The second end of the innermost sleeve unit (21) extends radially outward to form a second positioning ring (23).

6. The concrete module of claim 5, wherein: A plurality of bolt holes are arranged on the first positioning ring (22) and the second positioning ring (23) in an interval.

7. The concrete module of claim 1, wherein: The sleeve unit (21) is in a cylindrical structure.

8. The concrete module of claim 7, wherein: The height of the sleeve unit (21) is 100-200 mm.

9. The concrete module of claim 7, wherein: The inner diameter of the sleeve unit (21) decreases in sequence from the outside to the inside.