A concrete support reinforcing structure for hospital buildings

Abstract

This application discloses a concrete support and reinforcement structure for hospital buildings, including a rectangular frame-shaped lower support beam, a lower support plate at its bottom for anchoring, inner cable protection beams arranged equidistantly inside the beam, stacked positioning plates at the top of the beam, and cable converging components on the side walls. The inner cable protection beams have built-in independent cable routing channels, with the inner walls covered by an anti-static layer and equipped with radially arranged converging springs to buffer vibration. An expansion interface is provided at the end to support cable expansion. The cable converging components achieve radially adjustable, non-destructive clamping of the output cable using a three-claw limiting block and adjusting bolts. The bottom of the lower support beam has a positioning groove that matches the stacked positioning plates, enabling rapid and precise assembly of multi-layer structures. This structure, through integrated cable routing channels, non-destructive clamping, and modular design, avoids construction trenching that could damage the structural integrity, meets the anti-static and vibration resistance requirements of medical cables, and significantly improves the efficiency of hospital renovation.

Description

Technical Field

[0001] This utility model relates to the field of building structure reinforcement technology, and in particular to a concrete support reinforcement structure for hospital buildings. Background Technology

[0002] Concrete used in hospital buildings typically refers to concrete materials used in hospital construction. These concrete materials need to meet specific physical and chemical performance requirements to ensure the building's safety, durability, and functionality. In hospital buildings, concrete not only serves as a load-bearing structure, but also requires easy integration of internal pipelines due to the large variety of medical electronic devices inside. Therefore, the existing technology has the following problems: current concrete-supported reinforcement structures lack independent cable trays, occupying space in actual use and resulting in low efficiency when installed separately from the reinforcement structure; furthermore, the lack of pre-embedded conduits means fixed positions that cannot be adjusted, making future expansion difficult. Therefore, there is an urgent need for an integrated pipeline management, non-destructive installation, and scalable reinforcement structure. Utility Model Content

[0003] This utility model addresses the problems existing in the prior art by providing a concrete support and reinforcement structure for hospital buildings.

[0004] include:

[0005] A rectangular frame-like lower support beam;

[0006] A lower support plate located at the bottom edge of the lower support beam is used to anchor the building foundation;

[0007] The inner cable protection beams are arranged horizontally and equidistantly inside the lower support beam, and each beam has an independent cable routing channel inside.

[0008] A stacking positioning plate is installed at the top of the lower support beam for vertical stacking assembly;

[0009] The pipeline consolidation component located on the side wall of the lower support beam is connected to the cable routing channel of the inner cable protection beam.

[0010] Preferably, the pipeline convergence component includes:

[0011] A ring-shaped connecting pipe that connects to the wiring channel;

[0012] Three sets of limiting blocks are evenly distributed along the circumference of the connecting pipe to form a three-jaw clamping structure;

[0013] The adjusting bolt is threaded onto the outside of the limit block;

[0014] The output pipeline passes through the connecting pipe and is held by the limiting block.

[0015] Preferably, the outer end of the adjusting bolt is provided with a threaded sleeve to prevent loosening.

[0016] Preferably, the independent cable routing channels of the internal cable protection beam include:

[0017] Connection interface for docking with pipeline convergence components;

[0018] An antistatic layer is applied to the inner wall of the passageway;

[0019] A convergence spring assembly consisting of multiple radial springs;

[0020] The expansion interface located at the end of the channel has a threaded connection hole reserved on its outer wall.

[0021] Preferably, the bottom of the lower support beam is provided with a positioning groove that matches the stacked positioning plate.

[0022] Preferably, the lower support plate is provided with a through anchoring hole, and a corrosion-resistant metal sleeve is pre-embedded in the hole.

[0023] Preferably, the inner wall of the limiting block is provided with an anti-slip rubber layer or serrated protrusions.

[0024] Preferably, the springs of the coiling spring assembly are radially distributed, with a central through-channel for the pipeline.

[0025] Preferably, the contact surface between the stacking positioning plate and the lower support beam is provided with a shock-absorbing rubber pad.

[0026] Compared with the prior art, this utility model provides a concrete support and reinforcement structure for hospital buildings, which has the following beneficial effects:

[0027] 1. The internal wiring of this concrete support and reinforcement structure is integrated, and the pre-set channels in the internal wiring protection beam avoid the need for later grooving, thus protecting the structural integrity;

[0028] 2. The concrete support and reinforcement structure is equipped with a pipeline confinement component. The three-jaw limit block is radially adjustable by the outer bolts to accommodate different pipe diameters, thereby fixing and limiting the internal pipelines.

[0029] 3. The structure can be quickly assembled using a pallet-style stacking design, improving construction efficiency; Attached Figure Description

[0030] The accompanying drawings, which are included to provide a further understanding of this application and form part of this application, illustrate exemplary embodiments of this application and are used to explain this application, but do not constitute an undue limitation of this application. In the drawings:

[0031] Figure 1 This is a structural schematic diagram of a specific embodiment of the present utility model;

[0032] Figure 2This is a top view of the structure in a specific embodiment of the present utility model;

[0033] Figure 3 This is a schematic diagram of the component structure of the pipeline convergence component in a specific embodiment of this utility model;

[0034] Figure 4 This is a schematic diagram of the internal structure of the inner wiring protection beam in a specific embodiment of this utility model.

[0035] In the diagram: 1. Lower support beam; 2. Lower support plate; 3. Internal wiring protection beam; 4. Stacking positioning plate; 5. Pipeline convergence component; 101. Connecting pipe; 102. Adjusting bolt; 103. Limiting block; 104. Output pipeline; 201. Connection interface; 202. Antistatic layer; 203. Convergence spring assembly; 204. Expansion interface. Detailed Implementation

[0036] To more clearly illustrate the overall concept of this application, a detailed explanation is provided below with reference to the accompanying drawings.

[0037] Many specific details are set forth in the following description in order to provide a full understanding of this application. However, this application may also be implemented in other ways different from those described herein. Therefore, the scope of protection of this application is not limited to the specific embodiments disclosed below.

[0038] Furthermore, it should be understood in the description of this application that the terms "top", "bottom", "inner", "outer", "axial", "radial", "circumferential", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this application and simplifying the description, and are not intended to indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of the present invention.

[0039] In this application, unless otherwise expressly specified and limited, the terms "installation," "connection," "linking," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; they can refer to a mechanical connection, an electrical connection, or a communication connection; they can refer to a direct connection or an indirect connection through an intermediate medium; they can refer to the internal communication of two components or the interaction between two components. Those skilled in the art can understand the specific meaning of the above terms in this invention according to the specific circumstances.

[0040] In this application, unless otherwise expressly specified and limited, the "above" or "below" of the second feature can mean that the first and second features are in direct contact, or that the first and second features are in indirect contact through an intermediate medium. In the description of this specification, references to terms such as "an embodiment," "some embodiments," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of this application. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described can be combined in any suitable manner in one or more embodiments or examples.

[0041] Example 1:

[0042] like Figure 1-4 As shown, the specific assembly process of this concrete support and reinforcement structure is as follows:

[0043] 1. Matrix anchoring:

[0044] The lower support plate 2 is tightly attached to the building substrate, and epoxy resin anchoring agent is injected through a pre-embedded anti-corrosion metal sleeve, followed by the insertion of high-strength bolts for fixation. The metal sleeve prevents the anchor bars from corroding, meeting the long-term use requirements of the hospital.

[0045] 2. Installation of support beams:

[0046] Insert the bottom of the rectangular lower support beam 1 into the lower support plate 2 to form the main load-bearing structure. At the same time, insert 3-5 internal cable protection beams 3 horizontally inside the beam, spaced 300mm apart, with the cable channel axis aligned with the center of the cable convergence component 5.

[0047] 3. Modular stacking:

[0048] A stacked positioning plate 4 is installed on the top of the first-floor lower support beam 1, with a shock-absorbing rubber pad on its bottom surface in contact with the beam body; the positioning groove at the bottom of the upper-floor lower support beam 1 is inserted into the stacked positioning plate 4 to achieve rapid positioning with a verticality error ≤2mm / m.

[0049] Furthermore, during actual construction, the vibration damping pads reduce the transmission of vibrations from equipment such as MRI machines, thus preventing microcracks in the structure.

[0050] Example 2:

[0051] The specific steps for embedding pipelines inside the concrete support and reinforcement structure are as follows:

[0052] 1. Pre-processing of cable routing channels:

[0053] Construction workers need to apply the following to the antistatic layer 202: The inner wall of the passageway needs to be coated with an epoxy coating containing 2% carbon fiber, 0.8mm thick, with a surface resistivity ≤10. 6 Ω; then install the coiling spring assembly 203, which has 4 sets of springs arranged radially at 90° inside, with a spring wire diameter of 2mm and a free length of 30mm.

[0054] 2. Pipeline routing and securing:

[0055] The medical gas tube is inserted into the inner wiring protection beam 3, connected to the adjacent channel via the expansion interface 204, and the end of the tube is inserted into the connecting tube 101 of the tube gathering component 5 via the connection interface 201.

[0056] 3. Three-jaw non-destructive locking:

[0057] Rotating the adjusting bolt 102 pushes the limiting block 103 to move radially, and the inner wall serrated protrusions bite the surface of the pipeline; when the torque reaches 5 N·m, the threaded sleeve self-locks to prevent loosening, and the output pipeline 104 is firmly clamped without plastic deformation.

[0058] Example 3:

[0059] Depending on the specific application, the internal replacement options for this concrete support and reinforcement structure are as follows:

[0060] 1. Material substitution: The antistatic layer 202 can be lined with galvanized steel sheet;

[0061] 2. Size adjustment: The height of the support beams for large equipment layers can be increased to 800mm, and the number of internal cable protection beams can be increased from 3 to 8;

[0062] 3. Pipeline type: For liquid oxygen pipelines at -196℃, the coil spring assembly 203 is replaced with 316L stainless steel.

[0063] Furthermore, this concrete support and reinforcement structure resolves the contradictions between structural safety, pipeline integration, and clean environment in hospital reinforcement projects through modular assembly, three-claw non-destructive fixing, and vibration-resistant and anti-static design. Compared with the traditional trenching method, the construction efficiency is significantly improved.

[0064] For any parts not mentioned in this application, existing technologies may be used or referenced.

[0065] The various embodiments in this specification are described in a progressive manner. The same or similar parts between the various embodiments can be referred to each other. Each embodiment focuses on describing the differences from other embodiments.

[0066] The above description is merely an embodiment of this application and is not intended to limit the scope of this application. Various modifications and variations can be made to this application by those skilled in the art. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of this application should be included within the scope of the claims of this application.

Claims

1. A concrete support and reinforcement structure for hospital buildings, characterized in that, include: Rectangular frame-shaped lower support beam (1); The lower support plate (2) is located at the bottom edge of the lower support beam (1) and is used to anchor the building base; The inner wiring protection beams (3) are arranged horizontally and equidistantly inside the lower support beam (1), and each beam has an independent wiring channel inside. The stacking positioning plate (4) is located on the top of the lower support beam (1) for vertical stacking assembly; The pipeline gathering component (5) located on the side wall of the lower support beam (1) is connected to the wiring channel of the inner wiring protection beam (3).

2. The concrete support and reinforcement structure according to claim 1, characterized in that: The pipeline convergence component (5) includes: An annular connecting pipe (101) that connects to the wiring channel; Three sets of limiting blocks (103) are evenly distributed along the circumference of the connecting pipe (101) to form a three-claw clamping structure; The adjusting bolt (102) is threaded to the outside of the limiting block (103); The output line (104) passes through the connecting pipe (101) and is held by the limiting block (103).

3. The concrete support and reinforcement structure according to claim 2, characterized in that: The outer end of the adjusting bolt (102) is provided with a threaded sleeve to prevent loosening.

4. The concrete support and reinforcement structure according to claim 1, characterized in that: The independent cable routing channels of the inner cable protection beam (3) include: Connection interface (201) that mates with pipeline converging component (5); An antistatic layer (202) is applied to the inner wall of the passage. A coil spring assembly (203) consisting of multiple radial springs; The expansion interface (204) located at the end of the channel has a threaded connection hole reserved on its outer wall.

5. The concrete support and reinforcement structure according to claim 1, characterized in that: The bottom of the lower support beam (1) is provided with a positioning groove that matches the stacked positioning plate (4).

6. The concrete support and reinforcement structure according to claim 1, characterized in that: The lower support plate (2) is provided with a through anchor hole, and a corrosion-resistant metal sleeve is pre-embedded in the hole.

7. The concrete support and reinforcement structure according to claim 2, characterized in that: The inner wall of the limiting block (103) is provided with an anti-slip rubber layer or serrated protrusions.

8. The concrete support and reinforcement structure according to claim 4, characterized in that: The springs of the coiling spring assembly (203) are radially distributed, with a pipeline through-channel formed in the center.

9. The concrete support and reinforcement structure according to claim 1, characterized in that: The contact surface between the stacked positioning plate (4) and the lower support beam (1) is provided with shock-absorbing rubber pads.

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