Movable safety protection guardrail
By designing movable safety guardrails in the construction of high-rise steel structures, and using locks and right-angle fasteners to connect the guardrails, the problem that construction personnel cannot effectively install border guardrails is solved, and safety protection for construction personnel is achieved and reduced Construction risks.
Patent Information
- Application Number
- CN202420978652.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-08
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2034-05-08
AI Technical Summary
During the construction of high-rise steel structures, construction personnel are unable to effectively install border guardrails, which poses personal safety hazards and cannot guarantee life safety.
A movable safety guardrail is designed, which is mounted on the steel beam by connecting the locks and connecting the guardrails with right-angle fasteners to form a stable protective barrier, which is convenient for installation and disassembly, and is suitable for steel structure construction sites.
Effectively prevent construction personnel from falling from steel beams, improve the safety of the construction site, reduce construction risks, and is suitable for high-rise buildings and other dangerous high-altitude workplaces.
Smart Images

Figure CN222207333U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the field of building construction, and specifically relates to a movable safety protection guardrail. Background Art
[0002] Steel structure can be used as a rigid structure to bear structural loads and construction loads. It does not need to support or remove formwork during construction. It has the advantages of low cost and fast construction speed. Steel structure is widely used in high-rise building construction. With the continuous development of high-rise buildings, the requirements for high-rise steel structure construction are getting higher and higher, especially for high-rise buildings in high-intensity areas. Construction personnel need to face the design and construction optimization of complex steel structure nodes. Under the premise of ensuring the progress, quality and safety of the project, the construction rate of high-rise steel structure can be improved and the construction cost can be reduced. During the construction of high-rise steel structure, the formwork of the stairs is set up after the steel columns and beams of the steel structure are installed. Before the concrete is poured, the edge protection railings cannot be effectively installed in advance. In order to ensure the personal safety of the construction personnel, the construction personnel need to wear safety belts. The problem is that the construction personnel cannot wear safety belts effectively, which poses a great safety hazard and cannot guarantee life safety. Utility Model Content
[0003] In view of the problems existing in the prior art, the utility model provides a movable safety protection guardrail which is easy to disassemble, safe and reliable, prevents stair construction workers from falling from heights, and ensures the safety protection of steel structure stair construction workers working on the edges.
[0004] The utility model provides a movable safety protection guardrail, which includes a locking buckle framed on a steel beam and a guardrail rod connected to the locking buckle, the locking buckle includes a first cross bar supported on the top surface of the steel beam and a first vertical bar connected to one end of the first cross bar and abutting against the inner side of the steel beam, the guardrail rod includes a second vertical bar connected to the other end of the first cross bar and a second cross bar cross-connected to the second vertical bar.
[0005] Furthermore, there are multiple locking buckles, with multiple locking buckles arranged horizontally as a group, and at least two groups of locking buckles are distributed along the height direction of the steel column. The distance between adjacent groups of locking buckles is consistent with the distance between adjacent steel beams. The distance between adjacent locking buckles arranged horizontally can be, for example, 1 / 5-1 / 3 of the length of the steel beam.
[0006] Furthermore, the first cross bar and the first vertical bar are vertically connected, and the bottom end of the first vertical bar extends to below the steel beam. Preferably, the length of the first vertical bar is greater than the thickness of the steel beam, for example, 10-35 cm greater.
[0007] Furthermore, the second vertical rod is vertically connected to the first cross rod, there are multiple second vertical rods and they are arranged parallel to each other, at least two connecting buckles are connected to one second vertical rod, the distance between the second vertical rod and the first vertical rod is slightly larger than the width of the steel beam, for example, 2-5mm larger, so that the connecting buckle is just mounted on the steel beam, the distance between the top of the second vertical rod and the adjacent connecting buckle can be, for example, 40-80cm, preferably 50-60cm, the distance between the bottom of the second vertical rod and the adjacent connecting buckle can be, for example, 40-80cm, preferably 50-60cm, the distance between adjacent second vertical rods can be, for example, 1000-2500mm, preferably about 1500mm.
[0008] Furthermore, the second cross bar is vertically connected to the second vertical bar, and there are multiple second cross bars, which are arranged in sequence along the height direction of the second vertical bar and distributed in the area between the steel beams. When the locking buckle is erected on the steel beam, the guardrail formed by the second cross bar and the second vertical bar fits the outer side of the steel beam. The length of the second cross bar is greater than the distance between adjacent steel columns, for example, 20-50 cm greater, and the distance between adjacent second cross bars is 1 / 8-1 / 6 of the distance between adjacent steel beams. Preferably, the pitch between adjacent second cross bars can be, for example, 300-800 mm, preferably about 600 mm.
[0009] Furthermore, the locking buckle is connected to a position where the second vertical rod is not connected to the second horizontal rod.
[0010] Furthermore, the first cross bar and the first vertical bar, the first cross bar and the second vertical bar, and the second vertical bar and the second cross bar are respectively connected via right-angle fasteners. The first cross bar, the first vertical bar, the second cross bar and the second vertical bar can be, for example, Q235 ordinary steel pipes. Preferably, the specifications of the first cross bar, the first vertical bar, the second cross bar and the second vertical bar can be, for example, 48.3x3.6 steel pipes.
[0011] Further, the right-angle fastener includes a main body, a first arc-shaped portion, a second arc-shaped portion, a first buckling portion and a second buckling portion, a first threaded column and a second threaded column, the first arc-shaped portion and the second arc-shaped portion are respectively arranged on both sides of the main body, the central axis of the circle where the first arc-shaped portion is located is perpendicular to the central axis of the circle where the second arc-shaped portion is located, the first buckling portion and the first arc-shaped portion, the second buckling portion and the second arc-shaped portion are respectively connected via a first pivot and a second pivot, the first buckling portion is buckled with the first arc-shaped portion, the second buckling portion is buckled with the second arc-shaped portion to form a columnar space for accommodating the first cross bar or the first vertical bar or the second vertical bar or the second cross bar, the first threaded column is fixed to the opposite side of the first pivot, and the second threaded column is fixed to the opposite side of the second pivot.
[0012] Furthermore, a first opening is provided at one end of the first arc portion away from the first pivot, a second opening is provided at one end of the second arc portion away from the second pivot, the first buckling portion is buckled with the first arc portion, the first threaded column is snapped into the first opening and tightened with a matching nut, the second buckling portion is buckled with the second arc portion, the second threaded column is snapped into the second opening and tightened with a matching nut, thereby realizing connection between the first cross bar and the first vertical bar, between the first cross bar and the second vertical bar, and between the second vertical bar and the second cross bar.
[0013] Furthermore, the right-angle fastener is made of malleable cast iron or cast steel.
[0014] Beneficial effects of the utility model:
[0015] The utility model provides a movable safety protection guardrail, which is directly erected on the steel beam through a locking buckle. The first horizontal bar and the first vertical bar prevent the protection guardrail from falling off the steel beam. At the same time, the guardrail provides a protective barrier for construction workers to prevent them from falling from the steel beam. The first horizontal bar and the first vertical bar, the first horizontal bar and the second vertical bar, and the second vertical bar and the second horizontal bar are respectively connected by right-angle fasteners, which are convenient for installation and disassembly. The movable safety protection guardrail provided by the utility model is convenient to move, easy to arrange, has a stable structure, high reliability, effectively protects the safety of the construction site, ensures the safety of workers in dangerous areas, avoids accidents, reduces construction risks, and is suitable for steel structure construction sites and other places that require dangerous high-altitude operations. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 The utility model is a structural schematic diagram of a movable safety protection guardrail.
[0017] Figure 2 This is a diagram of the use status of a movable safety protection guardrail of the utility model.
[0018] Figure 3 It is a schematic diagram of the structure of a right-angle fastener.
[0019] Reference numerals:
[0020] 1- Steel beam,
[0021] 2-locking buckle, 201-first horizontal bar, 202-first vertical bar,
[0022] 3-Guardrail, 301-Second vertical bar, 302-Second horizontal bar,
[0023] 4- Steel columns,
[0024] 5-right angle fastener, 501-main body, 502-first arc-shaped portion, 503-second arc-shaped portion, 504-first buckling portion, 505-second buckling portion, 506-first threaded column, 507-second threaded column, 508-nut. DETAILED DESCRIPTION
[0025] The utility model is further described below in conjunction with the accompanying drawings.
[0026] like Figure 1-2 As shown, the utility model provides a movable safety protection guardrail, which includes a locking buckle 2 framed on a steel beam 1 and a guardrail rod 3 connected to the locking buckle 2, the locking buckle 2 includes a first cross bar 201 supported on the top surface of the steel beam 1 and a first vertical bar 202 connected to one end of the first cross bar 201 and abutting against the inner side of the steel beam 1, the guardrail rod 3 includes a second vertical bar 301 connected to the other end of the first cross bar 201 and a second cross bar 302 cross-connected to the second vertical bar 301.
[0027] There are multiple locking buckles 2, with multiple locking buckles arranged horizontally as a group. There are at least two groups of locking buckles distributed along the height direction of the steel column 4. The distance between adjacent groups of locking buckles is consistent with the distance between adjacent steel beams 1. The distance between adjacent locking buckles 2 arranged horizontally can be, for example, 1 / 5-1 / 3 of the length of the steel beam 1.
[0028] The first horizontal rod 201 and the first vertical rod 202 are vertically connected, and the bottom end of the first vertical rod 202 extends to the bottom of the steel beam 1. Preferably, the length of the first vertical rod 202 is greater than the thickness of the steel beam 1, for example, 10-35 cm greater.
[0029] The second vertical rod 301 is vertically connected to the first cross rod 201. There are multiple second vertical rods 301 and they are arranged parallel to each other. At least two connecting buckles 2 are connected to one second vertical rod 301. The distance between the second vertical rod 301 and the first vertical rod 202 is slightly larger than the width of the steel beam 1, for example, 2-5mm larger, so that the connecting buckle 2 is just built on the steel beam 1. The distance between the top of the second vertical rod 301 and the connecting buckle 2 adjacent to it can be, for example, 40-80cm, preferably 50-60cm, the distance between the bottom of the second vertical rod 301 and the connecting buckle 2 adjacent to it can be, for example, 40-80cm, preferably 50-60cm, and the distance between adjacent second vertical rods 301 can be, for example, 1000-2500mm, preferably about 1500mm.
[0030] The second cross bar 302 is vertically connected to the second vertical bar 301. There are multiple second cross bars 302, which are arranged in sequence along the height direction of the second vertical bar 301 and distributed in the area between the steel beams 1. When the locking buckle 2 is erected on the steel beam 1, the guardrail bar 3 formed by the second cross bar 302 and the second vertical bar 301 fits the outer side of the steel beam 1. The length of the second cross bar 302 is greater than the distance between adjacent steel columns 4, for example, 20-50 cm greater. The distance between adjacent second cross bars 302 is 1 / 8-1 / 6 of the distance between adjacent steel beams 1. Preferably, the pitch between adjacent second cross bars 302 can be, for example, 300-800 mm, preferably about 600 mm.
[0031] The locking buckle 2 is connected to the position where the second vertical rod 301 is not connected to the second horizontal rod 302 .
[0032] The first cross bar 201 and the first vertical bar 202, the first cross bar 201 and the second vertical bar 301, and the second vertical bar 301 and the second cross bar 302 are respectively connected via right-angle fasteners 5. The first cross bar 201, the first vertical bar 202, the second cross bar 302 and the second vertical bar 301 can be, for example, Q235 ordinary steel pipes. Preferably, the specifications of the first cross bar 201, the first vertical bar 202, the second cross bar 302 and the second vertical bar 301 can be, for example, 48.3x3.6 steel pipes.
[0033] like Figure 3 As shown, the right-angle fastener 5 includes a main body 501, a first arc-shaped portion 502, a second arc-shaped portion 503, a first buckling portion 504 and a second buckling portion 505, a first threaded column 506 and a second threaded column 507, the first arc-shaped portion 502 and the second arc-shaped portion 503 are respectively arranged on both sides of the main body 501, the central axis of the circle where the first arc-shaped portion 502 is located is perpendicular to the central axis of the circle where the second arc-shaped portion 503 is located, and the first buckling portion 504 and the first arc-shaped portion 505 are connected. 02. The second snap-fitting portion 505 is connected to the second arc-shaped portion 503 via the first pivot and the second pivot respectively. The first snap-fitting portion 504 is snap-fitted to the first arc-shaped portion 502, and the second snap-fitting portion 505 is snap-fitted to the second arc-shaped portion 503 to form a columnar space for accommodating the first cross bar 201 or the first vertical bar 202 or the second vertical bar 301 or the second cross bar 302 respectively. The first threaded column 506 is fixed to the opposite side of the first pivot, and the second threaded column 507 is fixed to the opposite side of the second pivot.
[0034] A first opening is provided at one end of the first arc portion 502 away from the first pivot, a second opening is provided at one end of the second arc portion 503 away from the second pivot, the first buckling portion 504 is buckled on the first arc portion 502, the first threaded column 506 is snapped into the first opening and tightened with a matching nut 508, the second buckling portion 505 is buckled on the second arc portion 503, the second threaded column 507 is snapped into the second opening and tightened with a matching nut 508, thereby realizing connection between the first cross bar 201 and the first vertical bar 202, between the first cross bar 201 and the second vertical bar 301, and between the second vertical bar 301 and the second cross bar 302.
[0035] The material of the right-angle fastener 5 is malleable cast iron or cast steel.
[0036] Example
[0037] The utility model provides a method for making and using a movable safety protection fence:
[0038] (1) First, measure the dimensions of the steel beam 1 and steel column 4 of the staircase to be constructed. The staircase is located inside the area enclosed by the steel beam 1 and steel column 4;
[0039] (2) The length of the second vertical rod 301 is 100 cm greater than the distance between adjacent steel beams 1, the length of the second cross bar 302 is 50 cm greater than the distance between adjacent steel columns 4, two sets of connecting buckles 2 are arranged on the second vertical rod 301 in the horizontal direction, and the distance between the two sets of connecting buckles 2 is the same as the distance between adjacent steel beams 1. The distance between the top of the second vertical rod 301 and the adjacent connecting buckle is 50 cm, and the distance between the bottom of the second vertical rod 301 and the adjacent connecting buckle is 50 cm. The distance between the second vertical rods 301 is set to 1500 mm, and the step distance of the second cross bar 302 is 600 mm. The right-angle fasteners 5 are connected to the second vertical rod 301 and the second cross bar 302, the first cross bar 201 and the second vertical rod 301, and the first cross bar 201 and the first vertical rod 202 in sequence. The torque of each right-angle fastener 5 is measured using a torque wrench to ensure that the torque of each right-angle fastener 5 reaches 50 N·m before the assembly is completed;
[0040] (3) The hook lock of the tower crane locks the assembled movable safety guardrail, and the tower crane lifts the movable safety guardrail upward. Under the supervision of the on-site safety officer and the command of the signalman, it is hoisted to the stairwell of the construction site, and the lock buckle 2 is erected on the steel beam 1 for construction and installation.
[0041] The above describes the preferred embodiments of the present invention, however, the above description is not intended to be limiting. A person skilled in the art may make many changes or modifications to the present invention without departing from the spirit and scope of the present invention. The changes or modifications should be included in the scope of the appended claims.
Claims
1. A movable safety guardrail, characterized in that: The invention comprises a locking buckle (2) mounted on a steel beam (1) and a guardrail bar (3) connected to the locking buckle (2); the locking buckle (2) comprises a first cross bar (201) supported on the top surface of the steel beam (1) and a first vertical bar (202) connected to one end of the first cross bar (201) and abutting against the inner side of the steel beam (1); the guardrail bar (3) comprises a second vertical bar (301) connected to the other end of the first cross bar (201) and a second cross bar (302) cross-connected to the second vertical bar (301).
2. The movable safety guardrail according to claim 1 is characterized in that: There are multiple locking buckles (2), with multiple locking buckles arranged transversely forming a group. At least two groups of locking buckles are distributed along the height direction of the steel column (4), and the distance between adjacent groups of locking buckles is consistent with the distance between adjacent steel beams (1).
3. The movable safety guardrail according to claim 1 or 2, characterized in that: The first horizontal rod (201) and the first vertical rod (202) are vertically connected, and the bottom end of the first vertical rod (202) extends to the bottom of the steel beam (1).
4. The movable safety guardrail according to claim 1 is characterized in that: There are multiple second vertical rods (301) arranged in parallel with each other, and at least two locking buckles (2) are connected to one second vertical rod (301).
5. The movable safety guardrail according to claim 1 is characterized in that: There are multiple second cross bars (302), which are arranged in sequence and spaced apart along the height direction of the second vertical bars (301) and distributed in the area between the steel beams (1). The guardrail (3) formed by the second cross bars (302) and the second vertical bars (301) fits the outer side of the steel beam (1).
6. The movable safety protection fence according to claim 2 is characterized in that: The locking buckle (2) is connected to a position where the second vertical rod (301) is not connected to the second horizontal rod (302).
7. The movable safety protection fence according to claim 6 is characterized in that: The first crossbar (201) and the first vertical bar (202), the first crossbar (201) and the second vertical bar (301), and the second vertical bar (301) and the second crossbar (302) are respectively connected via right-angle fasteners (5).
8. The movable safety guardrail according to claim 7, characterized in that: The right-angle fastener (5) comprises a main body (501), a first arc-shaped portion (502), a second arc-shaped portion (503), a first buckling portion (504) and a second buckling portion (505), a first threaded column (506) and a second threaded column (507), wherein the first arc-shaped portion (502) and the second arc-shaped portion (503) are respectively arranged on both sides of the main body (501), the central axis of the circle where the first arc-shaped portion (502) is located is perpendicular to the central axis of the circle where the second arc-shaped portion (503) is located, and the first buckling portion (504) and the first arc-shaped portion (505) are connected to each other. 02), the second snap-fitting portion (505) and the second arc-shaped portion (503) are connected via the first pivot and the second pivot respectively, the first snap-fitting portion (504) is snap-fitted to the first arc-shaped portion (502), the second snap-fitting portion (505) is snap-fitted to the second arc-shaped portion (503) to form a columnar space for accommodating the first cross bar (201) or the first vertical bar (202) or the second vertical bar (301) or the second cross bar (302), the first threaded column (506) is fixed to the opposite side of the first pivot, and the second threaded column (507) is fixed to the opposite side of the second pivot.
9. The movable safety protection fence according to claim 8 is characterized in that: A first opening is provided at one end of the first arc-shaped portion (502) away from the first pivot, a second opening is provided at one end of the second arc-shaped portion (503) away from the second pivot, a first buckling portion (504) is buckled with the first arc-shaped portion (502), a first threaded column (506) is inserted into the first opening and then tightened with a matching nut (508), a second buckling portion (505) is buckled with the second arc-shaped portion (503), a second threaded column (507) is inserted into the second opening and then tightened with a matching nut (508), thereby achieving connection between the first crossbar (201) and the first vertical bar (202), between the first crossbar (201) and the second vertical bar (301), and between the second vertical bar (301) and the second crossbar (302).
