Pipeline beam penetrating structure based on beam body trepanning
By creating holes in the beams and installing U-shaped hoops and strips, the contradiction between the installation of electromechanical pipelines and the space inside the ceiling caused by excessive beam height and low floor height in old buildings was resolved, thus achieving safe pipeline installation and improved construction safety.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-03-24
- Publication Date
- 2026-03-31
AI Technical Summary
During the renovation project, the old building faced a difficult problem in resolving the spatial conflict between the installation of electromechanical pipelines and the suspended ceiling due to excessively high beams and low floor heights.
Holes are drilled in the beam, and U-shaped hoops and pressure strips are installed around the holes and fixed with M8 bolts to enhance the stability and safety of the beam structure.
This effectively solved the problem of space conflict between the installation of electromechanical pipelines and the suspended ceiling, ensuring construction safety and improving the structural safety of the beam after the opening was made.
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Figure CN224063977U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building renovation engineering technology, and in particular to a pipeline through-beam structure based on openings in the beam. Background Technology
[0002] During renovation projects, it is common to encounter situations where the original building's floor height is too low, and the limited space within the ceiling makes it difficult to install pipelines. This is especially true for older buildings constructed before 2000, which often have excessively high beams and low floor heights. This leads to a conflict between the space available for installing mechanical and electrical pipelines and the space within the ceiling.
[0003] In response to the problem of excessive beam height and low floor height in existing buildings, which leads to spatial conflicts between the installation of electromechanical pipelines and the suspended ceiling, those skilled in the art have been searching for solutions. Utility Model Content
[0004] The purpose of this utility model is to provide a pipeline through-beam structure based on beam openings, so as to solve the problem of space conflict between the installation of electromechanical pipelines and the ceiling caused by excessive beam height and low floor height in the renovated building.
[0005] To solve the above-mentioned technical problems, this utility model provides a pipeline through-beam structure based on openings in the beam body. The pipeline through-beam structure based on openings in the beam body includes: a beam body with openings and a plurality of U-shaped hoops that are sleeved and fixed to the outside of the beam body around the openings.
[0006] Optionally, the pipeline through-beam structure based on the opening in the beam further includes: two sets of pressure strips, symmetrically fixed to the two sides of the beam and distributed around the opening.
[0007] Optionally, in the pipeline through-beam structure based on the opening in the beam, each set of pressure strips includes two pressure strips, which are symmetrically fixed to the beam on the second opposite side of the opening.
[0008] Optionally, in the aforementioned pipeline through-beam structure based on beam openings, the pressure strip is vertically fixed to the beam.
[0009] Optionally, in the aforementioned pipeline through-beam structure based on beam openings, the pressure strip is vertically fixed to the beam using M8 bolts.
[0010] Optionally, the pipeline through-beam structure based on the opening in the beam body further includes several steel pads, which are set in the gap between the pressure strip and the beam body, and the pressure strip is vertically fixed to the beam body by the steel pads.
[0011] Optionally, in the above-described pipeline through-beam structure based on beam openings, two U-shaped clamps are respectively set on the beam on the first opposite side of each opening; the axis of the first opposite side of the opening is perpendicular to the axis of the second opposite side, and the axis of the first opposite side is perpendicular to the axis of the beam.
[0012] Optionally, in the pipeline through-beam structure based on the opening in the beam, two adjacent U-shaped hoop plates are arranged parallel to each other.
[0013] Optionally, in the aforementioned pipeline through-beam structure based on beam openings, the open end of each U-shaped hoop plate faces the interior of the beam.
[0014] Optionally, in the aforementioned pipeline through-beam structure based on beam openings, each U-shaped hoop is bonded to the outside of the beam using structural adhesive and fixed with M8 anchor bolts.
[0015] In the pipeline through-beam structure based on beam openings provided by this utility model, the structure includes a beam with openings and several U-shaped clamps fixed to the outside of the beam around the openings. By creating openings in the beam and passing pipelines through them, the ceiling effect is ensured, effectively solving the problem of space conflict between the installation of electromechanical pipelines and the ceiling in old buildings due to excessive beam height and low floor height. Simultaneously, the U-shaped clamps on the outside of the beam around the openings effectively improve the structural safety of the beam after the openings are created, ensuring construction safety.
[0016] On the other hand, by setting U-shaped hoops on the beams on the first opposite side of the hole and setting pressure strips on the beams on the second opposite side, the stress concentration area around the hole is fully covered, increasing the structural stability of the beams around the hole and avoiding affecting the load-bearing capacity of the beams. Attached Figure Description
[0017] Figure 1 This is a schematic diagram of a beam with holes in one embodiment of the present invention;
[0018] Figure 2 This is a schematic diagram of a pipeline through-beam structure based on openings in the beam, according to one embodiment of this utility model.
[0019] In the picture:
[0020] 1-Beam body; 10-Hole; 2-U-shaped hoop; 3-Pressure strip; 4-Steel pad; 5-M8 bolt. Detailed Implementation
[0021] The following detailed description, in conjunction with the accompanying drawings and specific embodiments, provides a further detailed explanation of the pipeline through-beam structure based on beam openings proposed in this utility model. The advantages and features of this utility model will become clearer from the following description and claims. It should be noted that the drawings are all in a very simplified form and use non-precise proportions, and are only used to facilitate and clarify the illustration of the embodiments of this utility model.
[0022] The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic diagrams, illustrating only the basic structure of the present invention, and therefore only show the components relevant to the present invention.
[0023] In the description of the utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing the utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on the utility model.
[0024] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of a utility model, "a plurality of" means two or more, unless otherwise explicitly specified.
[0025] In utility models, unless otherwise explicitly specified and limited, the terms "installation," "connection," "linking," and "fixing" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in the utility model according to the specific circumstances.
[0026] Please refer to Figure 1 and Figure 2The pipeline through-beam structure based on the opening in beam 1 includes: a beam 1 with openings 10 and several U-shaped clamps 2 fixed to the outside of beam 1 around the openings 10; wherein the two flanges of the U-shaped clamps 2 are located on the upper and lower surfaces of beam 1, respectively. By opening the openings 10 in beam 1 and passing the pipelines through the openings 10, the ceiling effect is ensured, effectively solving the problem of space conflict between the installation of electromechanical pipelines and the ceiling in old buildings due to excessive beam height and low floor height. The U-shaped clamps 2 on the outside of beam 1 around the openings 10 (specifically on the first opposite side of the first opening 10) effectively enhance the strength of beam 1 at the first opposite side of the opening 10, initially and effectively improving the structural safety of beam 1 after the opening, and ensuring construction safety.
[0027] In this embodiment, opening holes 10 in the beam weakens the beam's shear and bending resistance, requiring structural reinforcement measures. This application adopts two U-shaped hoop plates 2 on the beam body 1 on the first opposite side of each hole 10; the axis of the first opposite side of the hole 10 is perpendicular to the axis of the second opposite side, and the axis of the first opposite side is perpendicular to the axis of the beam body 1.
[0028] Better, such as Figure 2 As shown, two adjacent U-shaped hoops 2 are arranged parallel to each other to increase the strength of the beam 1 on the first opposite side of the hole 10 in multiple ways. The beam 1 adjacent to the hole 10 of the beam 1 is provided with a U-shaped hoop 2, and its two flanges are located on the upper and lower surfaces of the beam 1 respectively. The U-shaped hoop 2 is fixed to the beam 1 by welding or bolts to form an integral load-bearing structure.
[0029] To ensure the load-bearing capacity of beam 1, the number of holes 10 for installing pipelines on it shall not exceed two.
[0030] Preferably, the pipeline through-beam structure further includes: two sets of pressure strips, symmetrically fixed to two sides of the beam 1 and distributed around the hole 10, to reinforce the beam 1 around the hole 10 not covered by the U-shaped clamp 2. Each set of pressure strips includes two strips, symmetrically fixed to the beam 1 on the second opposite side of the hole 10. By strengthening the beam 1 at the first and second opposite sides of the hole 10 through the U-shaped clamp 2 and pressure strips (i.e., reinforcement measures for the open-hole beam 1), the stress concentration area around the hole 10 is fully covered, increasing the overall structural stability of the beam 1 around the hole 10 and avoiding any impact on the load-bearing capacity of the beam 1.
[0031] Preferred, such as Figure 2 As shown, the pressure strip 3 is vertically fixed to the beam 1 by M8 bolts 5. Of course, the pressure strip 3 can also be fixed to the beam 1 in other ways, as long as both are fixed.
[0032] Furthermore, the pipeline through-beam structure also includes several steel pads 4, which are placed in the gap between the pressure strip 3 and the beam 1. The pressure strip 3 is vertically fixed to the beam 1 by the steel pads 4. Here, the steel pads 4 are used to compensate for the height difference between the pressure strip and the beam 1 caused by the presence of the U-shaped hoop 2. Based on the filling of the gap by the steel pads 4, the pressure strip 3 can be more stably fixed to the beam 1.
[0033] In another embodiment, the fixing point of the pressure strip 3 and the beam 1 can be selected at the position where the pressure strip 3 and the U-shaped hoop 2 overlap, that is, the M8 bolt 5 passes through the pressure strip and the U-shaped hoop 2 in sequence and is finally fixed to the beam 1.
[0034] In this embodiment, the open end of each U-shaped hoop 2 faces the inside of the beam 1. Specifically, each U-shaped hoop 2 is first bonded to the outside of the beam 1 with structural adhesive and then fixed with M8 anchor bolts. The two flanges of the U-shaped hoop 2 are located on the upper and lower surfaces of the beam 1, respectively.
[0035] Specifically, in this embodiment, a -100x4 U-shaped hoop plate 2 is used, and two U-shaped hoop plates 2 are set on each side of the hole 10 on the first opposite side; a -100x4 pressure strip 3 is made on the U-shaped hoop plate 2, and one is placed on the top and bottom of each side of the hole 10 on the second opposite side; the U-shaped hoop plate 2 is bonded to the beam body 1 with structural adhesive and fixed with M8 anchor bolts, and the pressure strip is fixed to the U-shaped hoop plate 2 with M8 anchor bolts.
[0036] To better understand the pipeline through-beam structure of this utility model, its construction method will be described in detail below. The specific construction method process is as follows:
[0037] The construction process includes: removal of the original building's beams and decorative surfaces; scanning with a rebar scanner; positioning and marking (marking the appropriate locations for openings 10 and steel plate reinforcement on beam 1); opening of openings 10 in the original beams; reinforcement of the original beams (installing strips and U-shaped stirrups 2 around the openings 10 on beam 1); pipework through the beams; and ceiling sealing. Each construction step is described in detail below:
[0038] 1. On-site manual removal and grinding of the original building's original beams and decorative surfaces: The original decorative layer is removed down to the structural layer, and then manually ground. The original structural beams are ground smooth, and the beam corners are ground into rounded corners with r > 7mm.
[0039] 2. Rebar Scanning, Positioning and Laying Out, Beam Opening: The rebar is scanned manually using a rebar scanner to determine the original beam structure. Without damaging the original beam structure, the rebar gaps are marked out according to the requirements. The distance between two openings should be ≥500mm. The opening locations are determined according to the requirements, and the original beam structure is manually opened (D≤150mm). After the opening is completed, the original beam is reinforced.
[0040] 3. The structural reinforcement uses -100x4 U-shaped hoops, two on each side of the opening; -100x4 pressure strips are installed on the U-shaped hoops, one on the top and one on the bottom of the opening; the U-shaped hoops are bonded to the beam with structural adhesive and fixed with M8 anchor bolts, and the pressure strips are fixed to the U-shaped hoops with M8 anchor bolts.
[0041] 4. After the pipeline reinforcement through the beam is completed, the pipeline installation through the beam will proceed, and the next construction step will be carried out according to the construction procedure.
[0042] Effect Analysis: By adopting the construction scheme of opening holes in the original beam and reinforcing the structure using this utility model, the safety of the beam, the installation height of pipelines, and the effect of the space inside the ceiling are effectively guaranteed, thus meeting the construction conditions for structural reinforcement and pipeline installation in the renovation project.
[0043] In summary, the pipeline through-beam structure based on beam openings provided by this utility model includes a beam with openings and several U-shaped clamps fitted and fixed to the outside of the beam around the openings. By opening openings in the beam and passing pipelines through them, the ceiling effect is ensured, effectively solving the problem of space conflict between the installation of electromechanical pipelines and the ceiling in old buildings due to excessive beam height and low floor height. Simultaneously, the U-shaped clamps on the outside of the beam around the openings effectively improve the structural safety of the beam after the openings are made, ensuring construction safety.
[0044] Obviously, those skilled in the art can make various modifications and variations to the utility model without departing from the spirit and scope of the utility model. Therefore, if these modifications and variations of the utility model fall within the scope of the claims of the utility model and their equivalents, the utility model also intends to include these modifications and variations.
Claims
1. A pipeline crossing structure based on opening of a beam body, characterized by, Comprise: a beam body with holes and several U-shaped hoop plates fixed to the outside of the beam body around the holes.
2. The beam-piercing pipeline structure based on the beam body opening according to claim 1, wherein, Also comprise: two groups of pressing strips, symmetrically fixed to the two sides of the beam body and distributed around the holes.
3. The beam-penetrating pipeline structure based on beam body openings of claim 2, characterized in that, Each group of pressing strips comprises two pressing strips, symmetrically fixed to the beam body on the second pair of sides of the holes.
4. The pier-based pipeline crossing of claim 2, wherein, The pressing strips are vertically fixed to the beam body.
5. The pier-based pipeline crossing of claim 4, wherein, The pressing strips are vertically fixed to the beam body based on M8 bolts.
6. The beam-penetrating pipeline structure based on beam body opening according to claim 4, characterized in that, Also comprise several steel pads, arranged in the gap between the pressing strips and the beam body, and the pressing strips are vertically fixed to the beam body through the steel pads.
7. The pier-based pipeline crossing of any one of claims 1 to 6, wherein, On the beam body on the first pair of sides of each hole, two U-shaped hoop plates are respectively arranged; the axis of the first pair of sides of the hole is perpendicular to the axis of the second pair of sides, and the axis of the first pair of sides is perpendicular to the axis of the beam body.
8. The pier-based pipeline crossing of any one of claims 1 to 6, wherein, The two adjacent U-shaped hoop plates are arranged in parallel with each other.
9. The pier-based pipeline crossing of any one of claims 1 to 6, wherein, The opening end of each U-shaped hoop plate faces the inside of the beam body.
10. The pier-based pipeline crossing of any one of claims 1 to 6, wherein, Each U-shaped hoop plate is adhesively bonded to the outside of the beam body based on structural glue and is fixed by M8 anchor bolts.