Beam type stair sliding support

Abstract

The utility model discloses a beam type stair sliding support which comprises an upturning pier on a lower platform beam, a base plate is fixedly laid on the top face of the upturning pier, the lower end of a stair section of a beam type stair is arranged on the base plate in a sliding mode, a connecting stair section is fixedly arranged on a lower platform, and the connecting stair section is connected with the lower end of the stair section of the beam type stair. A gap is formed between the connecting stair section and the lower end of the stair section of the beam type stair and is filled with a buffer body; according to the sliding support, an upturning pier is utilized, a base plate is fixedly laid on the top face of the upturning pier, the lower end of a stair section of the beam type stair is arranged on the base plate in a sliding mode, and the lower end of the stair section of the beam type stair is arranged at the upturning pier; the lower end of the stair section of the beam-type stair is slidably arranged on the base plate, and when the stair section of the beam-type stair deforms in an earthquake, the lower end of the stair section of the beam-type stair slides on the base plate, and a deformation space exists; the arranged connecting stair section is used for limiting the sliding range of the lower end of the stair section of the beam type stair; the buffer layer prevents the lower end of the stair section of the beam type stair from being damaged due to hard collision with the connecting stair section.

Description

Technical Field

[0001] The utility model relates to a beam type staircase, in particular to a sliding support for the beam type staircase. Background Art

[0002] The upper end of a typical beam-type staircase is fixedly connected to an upper platform, and the lower end is fixedly connected to a lower platform. When an earthquake occurs, there is no room for deformation of the staircase, making the staircase easily damaged.

[0003] For waterproofing purposes, building structures often have concrete piers on the beams, also known as upturned piers. Sometimes, the lower end of a beam staircase is located right at the upturned pier, but the prior art does not have a method for locating the lower end of a beam staircase at the upturned pier, so there is no reference. Utility Model Content

[0004] In view of this, the purpose of the present invention is to provide a beam-type staircase sliding support to solve the technical problem that the lower end of the stair section of the beam-type staircase is arranged at the upper pier and is earthquake-resistant.

[0005] The purpose of this utility model is achieved through the following technical solutions:

[0006] A beam-type staircase sliding support comprises an upper pier on a lower platform beam, a pad is fixedly laid on the top surface of the upper pier, the lower end of a stair section of the beam-type staircase is slidably arranged on the pad, a connecting stair section is fixedly provided on the lower platform, the connecting stair section is connected to the lower end of the stair section of the beam-type staircase, a gap is provided between the connecting stair section and the lower end of the stair section of the beam-type staircase, and the gap is filled with a buffer body.

[0007] Furthermore, a stair lateral limiting upper pier is provided on the upper pier on the airside of the stair section of the beam-type staircase, and a gap is provided between the stair lateral limiting upper pier and the stair section of the beam-type staircase, and the gap is filled with a buffer body.

[0008] Furthermore, the width of the gap is 50 mm, and the buffer body is a polystyrene board.

[0009] Furthermore, the pad is a 5mm thick polytetrafluoroethylene plate.

[0010] Furthermore, the connecting stair section is a brick structure.

[0011] The beneficial effects of the utility model are:

[0012] The utility model relates to a sliding support for a beam type staircase, which utilizes an upper flip pier and a pad fixedly laid on the top surface of the upper flip pier, so that the lower end of the stair section of the beam type staircase is slidably arranged on the pad, thereby realizing the arrangement of the lower end of the stair section of the beam type staircase at the upper flip pier; the lower end of the stair section of the beam type staircase is slidably arranged on the pad, and when the stair section of the beam type staircase is deformed during an earthquake, the lower end of the stair section of the beam type staircase slides on the pad, leaving deformation space; the provided connecting stair section is used to limit the sliding range of the lower end of the stair section of the beam type staircase and connect the lower end of the stair section of the beam type staircase with the lower platform; the provided buffer layer prevents the lower end of the stair section of the beam type staircase from being damaged by hard collision with the connecting stair section.

[0013] The stair lateral limit upper pier is set to limit the lateral sliding range of the stair section of the beam type staircase. The buffer body between the stair lateral limit upper pier and the stair section of the beam type staircase is used to prevent the stair section of the beam type staircase from being damaged by hard collision with the stair lateral limit upper pier.

[0014] Other advantages, objectives, and features of the present invention will be described in detail in the following description and, to some extent, will be apparent to those skilled in the art upon examination and study of the following or may be learned from practice of the present invention. The objectives and other advantages of the present invention may be realized and obtained through the following description. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to make the purpose, technical solutions and advantages of the present invention more clear, the present invention will be further described in detail below with reference to the accompanying drawings, in which:

[0016] Figure 1 This is a side sectional view of an embodiment of the present invention.

[0017] Figure 2 for Figure 1 Enlarged schematic diagram of the middle sliding support.

[0018] Figure 3 This is a sectional view of the main part of the second embodiment of the present invention.

[0019] In the figure: lower platform 1, beam 2, upper pier 3, pad 4, stair section 5 of beam-type staircase, connecting stair section 6, buffer body 7, and upper pier 8 for side limit of staircase. DETAILED DESCRIPTION

[0020] The preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings. It should be understood that the preferred embodiments are only for illustrating the present invention and are not intended to limit the scope of protection of the present invention.

[0021] Example 1

[0022] like Figure 1 and 2As shown, a beam-type staircase sliding support comprises an upper pier 3 mounted on a beam 2 of a lower platform 1 (the lower platform is a floor). The left side of the upper pier 3 is flush with the left side of the beam 2, and the right side protrudes beyond the right side of the beam 2 (the beam 2 is 400 mm wide in the left-right direction). The upper pier 3 is constructed of reinforced concrete, with a height of 300 mm, a length of 1550 mm in the front-to-back direction, and a width of 500 mm in the left-to-right direction. A pad 4 is provided on the top surface of the upper pier 3. The pad 4 has the same shape and size as the top surface of the upper pier 3. The pad 4 is a 5 mm thick polytetrafluoroethylene sheet with high strength, good wear resistance, and a low coefficient of friction. The polytetrafluoroethylene sheet is secured to the top surface of the upper pier 3 with flat-head bolts. The stair section 5 of the beam-type staircase is arranged in a left-to-right direction, with the left end being the lower end. The lower end of the stair section 5 slides on the polytetrafluoroethylene sheet and is positioned to the left, while the upper end is mounted on the upper platform using conventional techniques. A connecting stair section 6 is provided on the lower platform 1. The connecting stair section 6 is a brick structure or a reinforced concrete structure. The connecting stair section 6 is connected to the stair section 5 of the beam type staircase. The connecting stair section 6 is aligned with the stair section 5 of the beam type staircase in the width direction. The steps and steps of the connecting stair section 6 are consistent with the steps and steps of the stair section 5 of the beam type staircase. The lower end of the right side of the connecting stair section 6 is affixed to the turning pier 3, and there is a 50mm wide gap between the upper end and the stair section 5 of the beam type staircase. The gap is filled with a buffer body 7, which is a polystyrene board.

[0023] In this embodiment, an upper pier 3 is utilized, and a pad 4 is laid on the top surface of the upper pier 3, so that the lower end of the stair section 5 of the beam-type staircase slides onto the pad 4, thereby achieving the arrangement of the lower end of the stair section 5 of the beam-type staircase at the upper pier 3. When the stair section 5 of the beam-type staircase deforms during an earthquake, the stair section 5 of the beam-type staircase slides on the pad 4, leaving room for deformation. The connecting staircase 6 not only connects the stair section 5 of the beam-type staircase with the lower platform 1, but also limits the sliding range of the lower end of the stair section 5 of the beam-type staircase. The provision of a buffer between the connecting staircase 6 and the lower end of the stair section 5 of the beam-type staircase can prevent the stair section 5 of the beam-type staircase from being damaged by hard contact with the connecting staircase 6 when it deforms.

[0024] Example 2

[0025] like Figure 3 As shown, the difference from Example 1 is that: there is a stair lateral limit upper pier 8 on the upper pier 3 corresponding to the air-facing side (i.e., the front side) of the stair section 5 of the beam-type staircase, and the height of the stair lateral limit upper pier 5 is 300 mm, the thickness in the front-to-back direction is 200 mm, and the left-right direction is aligned with the upper pier 3. There is a 50 mm wide gap between the stair lateral limit upper pier 8 and the stair section 5 of the beam-type staircase, and the gap is filled with a buffer body 7, which is a polystyrene board.

[0026] In this embodiment, the stair lateral limit upper pier 8 is set to limit the lateral sliding range of the stair section 5 of the beam type staircase, and the buffer body 7 is set between the lower end of the stair section 5 of the beam type staircase and the stair lateral limit upper pier 8 to prevent the stair section 5 of the beam type staircase from being damaged by hard collision with the stair lateral limit upper pier 8.

[0027] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the utility model and are not limiting. Although the utility model is described in detail with reference to the preferred embodiments, ordinary technicians in this field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the purpose and scope of the technical solution, which should be included in the scope of the claims of the utility model.

Claims

1. A beam-type staircase sliding support, characterized in that: It comprises an upper pier (3) on a beam (2) of a lower platform (1), a pad (4) fixedly laid on the top surface of the upper pier (3), the lower end of a stair section (5) of a beam-type staircase being slidably arranged on the pad (4), a connecting stair section (6) fixedly provided on the lower platform (1), the connecting stair section (6) being connected to the lower end of the stair section (5) of the beam-type staircase, a gap being provided between the connecting stair section (6) and the lower end of the stair section (5) of the beam-type staircase, and a buffer body (7) being filled in the gap.

2. The beam-type staircase sliding support according to claim 1, characterized in that: A stair lateral limit upward turning pier (8) is provided on the upward turning pier (3) on the air-facing side of the stair section (5) of the beam-type staircase, and a gap is provided between the stair lateral limit upward turning pier (8) and the stair section (5) of the beam-type staircase, and a buffer body (7) is filled in the gap.

3. The beam-type staircase sliding support according to claim 1 or 2, characterized in that: The width of the gap is 50 mm, and the buffer body is a polystyrene board.

4. The beam-type staircase sliding support according to claim 1 or 2, characterized in that: The backing plate (4) is a 5 mm thick polytetrafluoroethylene plate.

5. The beam-type staircase sliding support according to claim 1, characterized in that: The connecting stair section (6) is a brick structure.

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