CN219471190U

CN219471190U - Cantilever corridor structure and building

Info

Publication number: CN219471190U
Application number: CN202222115727.7U
Authority: CN
Inventors: 郑桂花; 孟桂胜
Original assignee: Zhejiang Qingmo Engineering Design Co ltd
Current assignee: Zhejiang Qingmo Engineering Design Co ltd
Priority date: 2022-08-11
Filing date: 2022-08-11
Publication date: 2023-08-04
Anticipated expiration: 2032-08-11

Abstract

The utility model discloses an overhanging corridor structure and a building, comprising a corridor body, overhanging beams arranged on the corridor body, sealing beams arranged at the tail ends of the overhanging beams, and overhanging plates overhanging from the sealing beams and extending out of the edges of the corridor body. In the utility model, a cantilever plate is selected from the seal Liang Waixuan, and a large space is arranged below the cantilever plate, so that enough space is provided for equipment pipeline laying. The cantilever beam transmits the outer gallery load to the main body structure sealing beam, and the sealing beam at the tail end of the cantilever beam can bear the load and torque transmitted by the cantilever plate and then transmit the load and torque to the cantilever beam. Furthermore, the cantilever of the outer gallery is 2150mm, the net height of the outer gallery is 2200mm in the conventional method, the net height can be 2400mm by adopting the utility model.

Description

Cantilever corridor structure and building

Technical Field

The utility model relates to the technical field of building structures, in particular to an overhanging corridor structure and a building.

Background

At present, a plurality of galleries adopt the form of encorbelmenting, because the gallery load is huge because of some molding and facade reasons of gallery, need adopt great cantilever beam, under the influence of beam height, the net height of gallery is slightly apparent compactly. In order to meet the practical function of the building, a plurality of pipelines are often required to be paved below the beam, a part of the height of a corridor is occupied, the net height is insufficient, the floor height is required to be increased to solve the problem, and therefore the cost is increased and resources are wasted.

Disclosure of Invention

The object of the present utility model is to overcome the above drawbacks and to provide an overhanging corridor structure.

In order to achieve the above purpose, the present utility model adopts the following technical scheme:

the utility model provides an outer corridor structure of choosing, includes corridor body and sets up the roof beam of encorbelmenting on the corridor body, still including set up in the terminal roof beam of encorbelmenting and the cantilever board of extending from encorbelmenting roof beam department encorbelmenting corridor body border department.

In the utility model, a cantilever plate is selected from the seal Liang Waixuan, and a large space is arranged below the cantilever plate, so that enough space is provided for equipment pipeline laying. The cantilever beam transmits the outer gallery load to the main body structure sealing beam, and the sealing beam at the tail end of the cantilever beam can bear the load and torque transmitted by the cantilever plate and then transmit the load and torque to the cantilever beam.

In addition, the cantilever beam is used for determining the position and the section of the cantilever beam through conventional calculation and combination of a structural system according to the length and the load of the cantilever corridor body. The sealing beam is arranged at the tail part of the cantilever beam and is used for bearing the load and torque transmitted by the cantilever plate and strengthening torsion resistance according to conventional calculation.

Preferably, the cantilever beams are a plurality of. According to the utility model, a plurality of cantilever beams can be arranged according to actual conditions, and the gallery load is transmitted to the main structure.

Preferably, the thickness of the cantilever plate is one tenth of the length of the cantilever plate. The cantilever plate extends to the edge of the outer gallery and forms a whole with the cantilever beam, and the plate thickness can be valued according to the principle of 1/10 cantilever length.

Preferably, the cantilever plate comprises a horizontal cantilever section horizontally extending from the sealing beam and a vertical cantilever section vertically extending downwards from the tail end of the horizontal cantilever section. Under the structural form, the horizontal overhanging section and the vertical overhanging section can enlarge the space, and provide enough space for equipment pipeline laying.

The utility model also provides a building, which comprises a building body and the overhanging corridor structure.

Preferably, an equipment pipeline is installed in an area surrounded by the cantilever plate and the sealing beam.

Compared with the prior art, the utility model has the beneficial effects that:

in the utility model, a cantilever plate is selected from the seal Liang Waixuan, and a large space is arranged below the cantilever plate, so that enough space is provided for equipment pipeline laying. The cantilever beam transmits the outer gallery load to the main body structure sealing beam, and the sealing beam at the tail end of the cantilever beam can bear the load and torque transmitted by the cantilever plate and then transmit the load and torque to the cantilever beam. Furthermore, the cantilever of the outer gallery is 2150mm, the net height of the outer gallery is 2200mm in the conventional method, the net height can be 2400mm by adopting the utility model.

The utility model is further described below with reference to the drawings and specific embodiments.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.

Fig. 1 is a schematic plan view of a prior art building with overhanging galleries.

Fig. 2 is a schematic view of an arrangement structure of an overhanging gallery in the prior art.

Fig. 3 is a schematic cross-sectional view of the cantilever gallery of the prior art.

Fig. 4 is a schematic plan view of a building in accordance with the present utility model.

Fig. 5 is a schematic view of the layout structure of the cantilever corridor in the present utility model.

Fig. 6 is a schematic cross-sectional view of the overhanging outer lane of the present utility model.

Description of the embodiments

The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

It should be understood that the terms "comprises" and "comprising," when used in this specification and the appended claims, specify the presence of stated features, integers, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof.

It is also to be understood that the terminology used in the description of the utility model herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model. As used in this specification and the appended claims, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise.

It should be further understood that the term "and/or" as used in the present specification and the appended claims refers to any and all possible combinations of one or more of the associated listed items, and includes such combinations.

In this embodiment, a building is provided, including a building body, and further including an overhanging corridor structure.

As shown in fig. 4-6, the overhanging corridor structure in this embodiment includes a corridor body, an overhanging beam disposed on the corridor body, a sealing beam disposed at the end of the overhanging beam, and an overhanging plate overhanging from the sealing beam and extending out of the edge of the corridor body.

In this embodiment, a cantilever plate is selected from the seal Liang Waixuan, and a large space is provided below the cantilever plate to provide enough space for equipment pipeline laying. The cantilever beam transmits the outer gallery load to the main body structure sealing beam, and the sealing beam at the tail end of the cantilever beam can bear the load and torque transmitted by the cantilever plate and then transmit the load and torque to the cantilever beam.

In addition, in the embodiment, the cantilever beam determines the position and the section of the cantilever beam through conventional calculation and combination of a structural system according to the length and the load of the cantilever corridor body. The sealing beam is arranged at the tail part of the cantilever beam and is used for bearing the load and torque transmitted by the cantilever plate and strengthening torsion resistance according to conventional calculation.

In one embodiment, the cantilever beams are several. In this embodiment, the middle cantilever beam can arrange a plurality of according to actual conditions, passes the outer lane load to major structure.

In one embodiment, the thickness of the cantilever plate is one tenth of the length of the cantilever plate. The cantilever plate extends to the edge of the outer gallery and forms a whole with the cantilever beam, and the plate thickness can be valued according to the principle of 1/10 cantilever length.

In an embodiment, the cantilever plate comprises a horizontal cantilever section 21 extending horizontally from the sealing beam and a vertical cantilever section 22 extending vertically downwards from the end of the horizontal cantilever section 21. Under the structural form, the horizontal overhanging section and the vertical overhanging section can enlarge the space, and provide enough space for equipment pipeline laying.

In an embodiment, the area enclosed by the cantilever plate and the sealing beam is provided with an equipment pipeline.

While the utility model has been described with reference to certain preferred embodiments, it will be understood by those skilled in the art that various changes and substitutions of equivalents may be made and equivalents will be apparent to those skilled in the art without departing from the scope of the utility model. Therefore, the protection scope of the utility model is subject to the protection scope of the claims.

Claims

1. The cantilever type corridor structure comprises a corridor body, a cantilever beam arranged on the corridor body, and is characterized by further comprising a sealing beam arranged at the tail end of the cantilever beam and a cantilever plate which is cantilevered from the sealing beam and extends out of the edge of the corridor body; the cantilever beams are a plurality of; the thickness of the cantilever plate is one tenth of the length of the cantilever plate; the cantilever plate comprises a horizontal cantilever section which horizontally extends from the sealing beam and a vertical cantilever section which vertically and downwards extends from the tail end of the horizontal cantilever section.

2. A building comprising a building body, further comprising the overhanging corridor structure of any one of claims 1.

3. The building of claim 2, wherein the area enclosed by the cantilever plates and the sealing beams is fitted with equipment pipes.