Fine-adjustable building embedded structural member

Abstract

The utility model relates to the technical field of building structural members, and provides a fine-adjustable building embedded structural member which comprises a frame structure base, a plurality of supporting ribs, a plurality of supporting rods, a plurality of supporting rods and a plurality of supporting rods. The plurality of threaded sleeves are respectively in threaded connection with one ends of the plurality of supporting ribs; and the pre-embedded connecting plate is connected with one end, far away from the supporting rib, of the threaded sleeve. A first thread is arranged on the side wall of the end, close to the threaded sleeve, of the supporting rib, the first thread is arranged around the outer side wall of the supporting rib, and a second thread meshed with the first thread is arranged on the inner side wall of the threaded sleeve. The embedded connecting plate is supported through the threaded sleeves on the supporting ribs. And the threaded sleeve can move along the end part of the supporting rib by rotating and adjusting the threaded sleeve, so that the height and balance of the pre-embedded connecting plate are adjusted. Therefore, the technical effect of accurate and rapid positioning is achieved.

Description

Technical Field

[0001] The present application relates to the technical field of building structural members, and in particular to a fine-tunable pre-embedded building structural member. Background Art

[0002] To ensure that large-scale facilities and equipment can be installed in one go and maintain long-term seismic performance, a highly compatible building installation base is often required. For example, containers housing data center infrastructure integrate power supply and distribution, temperature control, cabinets, management, fire protection, lightning protection, and grounding functions. These containers are prefabricated and pre-tested in the factory before being transported to the site for hoisting and assembly. To maximize efficiency and save costs, they must be installed in one go. Therefore, very high precision is required for the installation of data center containers.

[0003] The building installation base requires the casting of several pre-embedded steel plates, which are then used to secure the containers. Traditional construction methods also require plug welding to adjust the height of each plate. This method is inherently inefficient for containers weighing hundreds of tons and requiring pre-embedded steel plates weighing hundreds of kilograms.

[0004] Therefore, the above-mentioned technical defects need to be changed urgently. Utility Model Content

[0005] In view of the above-mentioned deficiencies in the prior art, the purpose of this application is to provide a fine-tunable embedded building structural member, which aims to easily and quickly adjust the height and balance of the embedded connecting plate, thereby achieving the technical effect of accurately and quickly positioning the embedded connecting plate.

[0006] The technical solution adopted by the present application to solve the technical problem is as follows: a fine-tunable pre-embedded building structural member, comprising:

[0007] A frame structure base, the frame structure base comprising a plurality of support ribs extending along a first direction;

[0008] A plurality of threaded sleeves, wherein the plurality of threaded sleeves are respectively screwed to one end of a plurality of supporting ribs;

[0009] and a pre-buried connecting plate connected to an end of the threaded sleeve away from the supporting rib.

[0010] This embodiment is further configured such that a first thread is provided on the side wall of the support rib near one end of the threaded sleeve, the first thread is arranged around the outer wall of the support rib, and a second thread engaged with the first thread is provided on the inner wall of the threaded sleeve.

[0011] This embodiment is further configured such that the frame structure base includes at least three support ribs, the three support ribs are arranged at equal intervals, several support ribs are arranged parallel to each other, and the first direction is a vertical direction.

[0012] This embodiment is further configured such that the frame structure base further includes a plurality of reinforcing ribs, which are used to laterally connect and fix the supporting ribs.

[0013] This embodiment is further configured such that the supporting ribs are supporting steel bars and the reinforcing ribs are reinforcing steel bars.

[0014] This embodiment is further configured such that the reinforcing ribs are welded to the supporting ribs.

[0015] This embodiment is further configured such that the embedded connecting plate is a embedded steel plate, and the threaded sleeve is a steel sleeve.

[0016] This embodiment is further configured such that a jacking support is provided at one end of the threaded sleeve away from the supporting rib, and the threaded sleeve is connected to the embedded connecting plate via the jacking support.

[0017] This embodiment is further configured such that the thickness of the support is greater than or equal to 10 mm.

[0018] This embodiment is further configured such that a plurality of connection holes are opened on the embedded connection plate, and the plurality of connection holes pass through the embedded connection plate.

[0019] Compared to existing technologies, this application provides a finely adjustable pre-embedded building structural member. This utility model supports the pre-embedded connecting plate via threaded sleeves on several supporting ribs. Furthermore, by rotating and adjusting the threaded sleeves, the sleeves can be moved along the ends of the supporting ribs, thereby adjusting the height and balance of the pre-embedded connecting plate. This achieves the technical effect of precise and rapid positioning. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following is a brief introduction to the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0021] Figure 1 This is a schematic diagram of the overall structure of a fine-tunable pre-buried building structural member provided by this embodiment;

[0022] Figure 2 This is another overall structural diagram of a fine-tunable pre-buried building structural member provided by this embodiment;

[0023] Figure 3This is a schematic diagram of the exploded structure of a finely adjustable pre-embedded building structural member provided by this embodiment;

[0024] Figure 4 This is a cross-sectional view of a support rib and a threaded sleeve of a finely adjustable embedded building structural member provided in this embodiment.

[0025] In the figure: 1. frame structure base; 11. supporting ribs; 111. first thread; 12. reinforcing ribs; 2. threaded sleeve; 21. second thread; 22. top support; 3. embedded connecting plate; 31. connecting hole. DETAILED DESCRIPTION

[0026] The following describes in detail embodiments of the present application. Examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present application and are not to be construed as limiting the present application.

[0027] In the description of the present application, it should be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present application. In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features. In the description of the present application, unless otherwise specified, "multiple" means two or more.

[0028] In the description of this application, it should be noted that, unless otherwise expressly specified or limited, the terms "mounted," "connected," and "connected" should be understood in a broad sense. For example, they can refer to fixed connections, detachable connections, or integral connections; mechanical connections or electrical connections; direct connections or indirect connections through an intermediate medium; and internal connections between two components. Those skilled in the art will understand the specific meanings of the above terms in this application based on the specific circumstances.

[0029] In addition, the technical features involved in the different embodiments of the present invention described above can be combined with each other as long as they do not conflict with each other.

[0030] The utility model provides Figure 1 、 Figure 2 and Figure 3 As shown, a fine-tunable pre-embedded structural member for a building is combined with cement pouring to form a connecting support base, which acts as a support foot to support large-scale facilities and equipment, and can be accurately and quickly connected to the base of large-scale facilities and equipment. Its main structure includes: a frame structure base 1, a plurality of threaded sleeves 2, and a pre-embedded connecting plate 3. The frame structure base 1 includes a plurality of support ribs 11, and the support ribs 11 extend along a first direction. In this embodiment, the first direction is a vertical direction. In other embodiments, the first direction can be an inclined direction. A plurality of threaded sleeves 2 are respectively screwed to one end of the plurality of support ribs 11. The pre-embedded connecting plate 3 is connected to the end of the threaded sleeve 2 away from the support rib 11. Among them, the frame structure base 1 is used for pouring cement. During construction, the frame structure base 1 is first placed in a cement mold. After all parts are adjusted, cement is poured into the cement mold. The frame structure base 1 is mixed with the cement. After the cement dries, a high-strength cement base is formed. Before pouring cement, the threaded sleeve 2 and the pre-embedded connecting plate 3 need to be accurately positioned. The threaded sleeve 2 is screwed onto the rear end of the support rib 11. When the threaded sleeve 2 is rotated, the support rib 11 can be displaced along the extension direction of the support rib 11. When the threaded sleeve 2 is positioned, it can support the embedded connecting plate 3 at the corresponding position. Since multiple support ribs 11 are respectively arranged at different positions, the height and balance of the embedded connecting plate 3 can be adjusted at different positions.

[0031] In this embodiment, the supporting ribs 11 are supporting steel bars, and the embedded connecting plates 3 are embedded connecting steel plates.

[0032] It's important to note that to ensure the seamless installation of some large-scale facilities and equipment, while also guaranteeing long-term seismic performance, a highly compatible building base is often required. For example, containers housing data center infrastructure integrate power supply and distribution, temperature control, cabinets, management, fire protection, lightning protection, and grounding. These containers are prefabricated and pre-tested in the factory before being transported to the site for hoisting and assembly. To maximize efficiency and save costs, they must be installed seamlessly. Therefore, high precision is required for the installation of data center containers.

[0033] The building installation base requires the casting of several pre-embedded steel plates (embedded connecting plates 3) to securely connect the containers. Traditional construction methods also require plug welding to adjust the height of each plate. This construction method is undoubtedly inefficient for containers weighing hundreds of tons and embedded steel plates weighing hundreds of kilograms.

[0034] Further, such as Figure 4As shown, a first thread 111 is formed on the sidewall of the support rib 11 near the end of the threaded sleeve 2. The first thread 111 surrounds the outer sidewall of the support rib 11. A second thread 21 is formed on the inner sidewall of the threaded sleeve 2, which engages with the first thread 111. When the threaded sleeve 2 is rotated, it extends along the support rib 11, thereby achieving position adjustment. In some embodiments, the threaded sleeve 2 is configured as an external hexagonal bolt to facilitate rotation and adjustment of the threaded sleeve 2.

[0035] Further, such as Figure 1 、 Figure 2 and Figure 3 As shown, the frame structure base 1 includes at least three support ribs 11, which are arranged at equal intervals. Several support ribs 11 are arranged parallel to each other, and the first direction is the vertical direction. The three equally spaced support ribs 11 cooperate with the threaded sleeve 2 to maintain the balance of the embedded connecting plate 3. Preferably, the frame structure base 1 includes four support ribs 11. Four evenly distributed support ribs 11 make it easier for staff to adjust the balance of the embedded connecting plate 3. Moreover, more than four support ribs 11 provide better support balance.

[0036] During the installation of the adjusting threaded sleeve 2, real-time inspection and testing are performed using measuring instruments and equipment to ensure that the supporting surfaces of the multiple embedded connecting plates 3 remain on the same horizontal line. Furthermore, the deviation of the supporting surfaces of the multiple embedded connecting plates 3 is ensured to be within an allowable range and to be consistent. In some embodiments, the deviation of the supporting surface of a single embedded connecting plate 3 is maintained at ±2.0 mm.

[0037] Further, such as Figure 2 and Figure 3 As shown, the frame structure base 1 also includes a plurality of reinforcing bars 12, which are used to laterally connect and fix the support bars 11. The reinforcing bars 12 are used to reinforce the support bars 11, improve the structural strength between the support bars 11, and prevent the support bars 11 from deflecting due to vibration during construction operations such as cement pouring.

[0038] Furthermore, the support ribs 11 are support steel bars, and the reinforcing ribs 12 are reinforcing steel bars. In the field of construction, steel bars have high structural strength and low cost.

[0039] Furthermore, the reinforcing ribs 12 are welded to the supporting ribs 11. The structural connection between the reinforcing ribs 12 and the supporting ribs 11 is achieved by welding, which is low in cost and convenient in connection.

[0040] Furthermore, the embedded connecting plate 3 is an embedded steel plate, and the threaded sleeve 2 is a steel sleeve.

[0041] Furthermore, a jacking 22 is provided at one end of the threaded sleeve 2 away from the supporting rib 11, and the threaded sleeve 2 is connected to the embedded connecting plate 3 via the jacking 22. The contact area between the jacking 22 and the embedded connecting plate 3 is large, which can effectively prevent the embedded connecting piece from sliding.

[0042] Furthermore, the thickness of the support 22 is greater than or equal to 10 mm.

[0043] Further, such as Figure 1 、 Figure 2 and Figure 3 As shown, a plurality of connection holes 31 are opened on the embedded connection plate 3 , and the plurality of connection holes 31 pass through the embedded connection plate 3 .

[0044] The connection holes 31 can provide positioning fulcrums for the installed facilities and equipment, so that the facilities and equipment can be accurately docked and aligned with the embedded connection plate 3. In addition, some connection holes 31 can also be used for pouring cement, making the connection between the embedded connection plate 3 and the cement more firm, thereby improving the structural strength of the overall structural base.

[0045] In summary, this application provides a finely adjustable embedded building structural member. This utility model supports an embedded connecting plate 3 via threaded sleeves 2 attached to a plurality of support ribs 11. Furthermore, the threaded sleeves 2 can be rotated and adjusted to move along the ends of the support ribs 11, thereby adjusting the height and balance of the embedded connecting plate 3. This achieves the technical effect of precise and rapid positioning.

[0046] Obviously, the above embodiments are merely examples for clarity of explanation and are not intended to limit the implementation methods. Those skilled in the art will readily appreciate that other variations or modifications based on the above descriptions are possible. It is not necessary and impossible to enumerate all implementation methods here. Obvious variations or modifications arising therefrom remain within the scope of protection of the present invention.

Claims

1. A fine-tunable embedded building structural member, characterized in that: include: A frame structure base, the frame structure base comprising a plurality of support ribs extending along a first direction; A plurality of threaded sleeves, wherein the plurality of threaded sleeves are respectively threadedly connected to one end of the plurality of support ribs; and a pre-buried connecting plate connected to an end of the threaded sleeve away from the supporting rib.

2. A finely adjustable embedded building structural member according to claim 1, characterized in that: A first thread is provided on the side wall of the support rib near one end of the threaded sleeve. The first thread is arranged around the outer side wall of the support rib. A second thread engaged with the first thread is provided on the inner side wall of the threaded sleeve.

3. The fine-tunable embedded building structural member according to claim 1, characterized in that: The frame structure base includes at least three support ribs, the three support ribs are arranged at equal intervals, and several support ribs are arranged parallel to each other, and the first direction is a vertical direction.

4. The fine-tunable embedded building structural member according to claim 1, characterized in that: The frame structure base also includes a plurality of reinforcing bars, which are used to laterally connect and fix the supporting bars.

5. The fine-tunable embedded building structural member according to claim 4, characterized in that: The supporting ribs are supporting steel bars, and the reinforcing ribs are reinforcing steel bars.

6. The fine-tunable embedded building structural member according to claim 4, characterized in that: The reinforcing ribs are welded to the supporting ribs.

7. The finely adjustable embedded building structural member according to claim 1, characterized in that: The embedded connecting plate is an embedded steel plate, and the threaded sleeve is a steel sleeve.

8. The fine-tunable embedded building structural member according to claim 1, characterized in that: A jacking support is provided at one end of the threaded sleeve away from the supporting rib, and the threaded sleeve is connected to the embedded connecting plate via the jacking support.

9. The finely adjustable embedded building structural member according to claim 8, characterized in that: The thickness of the support is greater than or equal to 10 mm.

10. The finely adjustable embedded building structural member according to claim 1, characterized in that: The embedded connecting plate is provided with a plurality of connecting holes, and the plurality of connecting holes pass through the embedded connecting plate.

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