Anti-seismic support hanger structure of electromechanical pipeline

Abstract

The utility model discloses an anti-seismic support hanger structure of an electromechanical pipeline. The anti-seismic support hanger structure comprises a rib plate, a main cross beam device, a main vertical beam device and a main oblique beam device, the rib plate is arranged at the I-shaped steel of the original main body structure; the main cross beam device comprises a first C-shaped steel channel beam, and the two ends of the first C-shaped steel channel beam are arranged on rib plates at the two adjacent I-shaped steel of the original main body structure; the upper end of the main vertical beam device is connected with the main cross beam device; the support hanger device is connected with the lower end of the main vertical beam device; the upper end of the main oblique beam device is connected with the main cross beam device, and the lower end is connected with the support hanger device; wherein the connecting point of the main vertical beam device and the main cross beam device is a certain distance away from the connecting point of the main oblique beam device and the main cross beam device. Therefore, the defect that the anti-seismic support hanger cannot be installed in old building reconstruction projects in a steel structure form and a hollow floor form can be overcome, the installation problem of the anti-seismic support hanger is solved, the engineering hidden danger that the anti-seismic support hanger is unstable in installation is solved, and high-standard and qualified engineering quality is achieved.

Description

TECHNICAL FIELD

[0001] The utility model relates to building installation construction field, in particular to a kind of anti-seismic support hanger structure of electromechanical pipeline. BACKGROUND

[0002] For the old building reconstruction project that original main structure is steel structure form and floor form is hollow floor, according to the present completion acceptance specification, each electromechanical pipeline must be designed with anti-seismic support hanger.

[0003] Due to the form of original civil main structure, anti-seismic support hanger cannot be fixed in the form of special expansion bolt, which leads to the failure of installation of anti-seismic support hanger.

[0004] In view of the above situation, an anti-seismic support hanger structure that can adapt to the original civil main structure without special expansion bolt is needed.

[0005] In view of the form of this kind of main structure, we consider in advance welding rib plate on original steel structure beam, then fixing C-shaped channel steel on rib plate, and finally installing anti-seismic support hanger on C-shaped channel steel. This installation form avoids the instability of special anchor bolt of anti-seismic support hanger in hollow floor, and ensures the safety performance of anti-seismic support hanger to meet the standard.

[0006] The information disclosed in this BACKGROUND section is only for the purpose of increasing the understanding of the background of the utility model and should not be regarded as an acknowledgment or any form of suggestion that it forms prior art that is publicly known. CONTENT OF UTILITY MODEL

[0007] The utility model aims to provide an anti-seismic support hanger structure of electromechanical pipeline, which can avoid the problem of installation failure of anti-seismic support hanger in old building reconstruction project with steel structure form and hollow floor form, i.e. achieve the installation of anti-seismic support hanger, solve the engineering hidden danger of unstable installation of anti-seismic support hanger, and make high-standard qualified engineering quality.

[0008] To achieve the above purpose, the utility model provides an anti-seismic support hanger structure of electromechanical pipeline, which comprises rib plate, main cross beam device, main vertical beam device and main inclined beam device; the rib plate is arranged at original main structure I-beam; the main cross beam device comprises first C-shaped channel steel beam, and both ends of the first C-shaped channel steel beam are arranged on the rib plate at two adjacent original main structure I-beams; the upper end of the main vertical beam device is connected with the main cross beam device; the support hanger device is connected with the lower end of the main vertical beam device; the upper end of the main inclined beam device is connected with the main cross beam device, and the lower end is connected with the support hanger device; wherein the connection point of the main vertical beam device and the main cross beam device is apart from the connection point of the main inclined beam device and the main cross beam device by a distance.

[0009] In a preferred embodiment, the main vertical beam device comprises a full-thread hanger and a second C-shaped channel steel beam; the upper end of the full-thread hanger is connected with the first C-shaped channel steel beam, and the lower end is connected with the support hanger device; the second C-shaped channel steel beam is connected with the middle part of the full-thread hanger through a plurality of V-shaped stiffening devices.

[0010] In a preferred embodiment, the main inclined beam device comprises a third C-shaped channel steel beam, the upper end and the lower end of which are respectively connected with the first C-shaped channel steel beam and the support hanger device through an adjustable hinge.

[0011] In a preferred embodiment, the support hanger device adopts a U-shaped pipe hanger.

[0012] In a preferred embodiment, the support hanger device comprises a first auxiliary cross beam and a limiting component; the two ends of the first auxiliary cross beam are respectively connected with the lower end of the full-thread hanger of one main vertical beam device, and one end thereof is connected with the lower end of the third C-shaped channel steel beam of the main inclined beam device through an adjustable hinge; the limiting component is arranged at the upper plane of the first auxiliary cross beam; wherein the first auxiliary cross beam is made of a C-shaped channel steel.

[0013] In a preferred embodiment, the support hanger device comprises a first auxiliary cross beam, a limiting component and a second auxiliary cross beam; the two ends of the first auxiliary cross beam are respectively connected with the lower end of the full-thread hanger of one main vertical beam device, and one end thereof is connected with the lower end of the third C-shaped channel steel beam of the main inclined beam device through an adjustable hinge; the limiting component is arranged at the upper plane of the first auxiliary cross beam; the two ends of the second auxiliary cross beam are respectively connected with the middle part of the full-thread hanger of one main vertical beam device and are located above the first auxiliary cross beam and the limiting component; wherein the first auxiliary cross beam and the second auxiliary cross beam are both made of a C-shaped channel steel.

[0014] In a preferred embodiment, the adjustable hinge comprises an adjustable hinge A and an adjustable hinge B, wherein the adjustable hinge A is used for connecting with the U-shaped pipe hanger and the adjustable hinge B is used for connecting with the first auxiliary cross beam.

[0015] In a preferred embodiment, the anti-seismic support hanger structure of the electromechanical pipeline further comprises a U-shaped pressing block for connecting the full-thread hanger with the first C-shaped channel steel beam, the first auxiliary cross beam and the second auxiliary cross beam.

[0016] Compared with the prior art, the anti-seismic support hanger structure of the electromechanical pipeline has the following beneficial effects: the scheme comprehensively considers the following aspects: welding a rib plate in advance on the original steel structure beam, then fixing a C-shaped channel steel on the rib plate, and finally installing an anti-seismic support hanger on the C-shaped channel steel, which avoids the problem that the anti-seismic support hanger cannot be installed in the old building reconstruction project in the form of a steel structure and a hollow floor, that is, the installation problem of the anti-seismic support hanger is solved, the engineering hidden danger of unstable installation of the anti-seismic support hanger is solved, and high-standard qualified engineering quality is achieved. Attached Figure Description

[0017] Figure 1 This is a front view schematic diagram of an anti-seismic support structure according to an embodiment of the present utility model;

[0018] Figure 2 This is a front view schematic diagram of an anti-seismic support structure according to another embodiment of the present utility model;

[0019] Figure 3 This is a front view schematic diagram of an anti-seismic support structure according to another embodiment of the present utility model.

[0020] Explanation of key figure labels:

[0021] 10-Original main structure I-beam, 20-Seismic bracing structure, 201-Rib plate, 202-Main crossbeam assembly, 2021-First C-shaped channel steel beam, 203-Main vertical beam assembly, 2031-Second C-shaped channel steel beam, 204-V-type stiffening device, 205-Fully threaded hanger, 206-Main inclined beam assembly, 2061-Third C-shaped channel steel beam, 207-Adjustable hinge, 208-Bracket assembly, 209-U-shaped tube hanger, 210-First secondary crossbeam, 211-U-shaped pressure block, 212-Limiting component, 213-Second secondary crossbeam. Detailed Implementation

[0022] The specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings. However, it should be understood that the scope of protection of this utility model is not limited to the specific embodiments.

[0023] Unless otherwise expressly stated, throughout the specification and claims, the term "comprising" or its variations such as "including" or "comprises" shall be understood to include the stated elements or components without excluding other elements or other components.

[0024] like Figures 1 to 3As shown, according to the anti-seismic support hanger structure 20 of the mechanical and electrical pipeline of the preferred embodiment of the utility model, it mainly comprises a rib plate 201, a main cross beam device 202, a main vertical beam device 203 and a main inclined beam device 206; the rib plate 201 is arranged at the original main body structure I-beam 10, the rib plate 201 of the embodiment is connected with the original main body structure I-beam 10 in the form of welding, but other connection forms can also be adopted, and the utility model does not make too many limitations here; the main cross beam device 202 comprises a first C-shaped channel steel beam 2021, both ends of the first C-shaped channel steel beam 2021 are arranged on the rib plates 201 at two adjacent original main body structure I-beams 10, and the connection of the first C-shaped channel steel beam 2021 and the rib plate 201 comprises but is not limited to welding, riveting or bolt connection and the like; the upper end of the main vertical beam device 203 is connected with the main cross beam device 202; the support hanger device 208 is connected with the lower end of the main vertical beam device 203; the upper end of the main inclined beam device 206 is connected with the main cross beam device 202, and the lower end is connected with the support hanger device 208; wherein the connection point of the main vertical beam device 203 and the main cross beam device 202 is apart from the connection point of the main inclined beam device 206 and the main cross beam device 202 by a distance.

[0025] In some embodiments, the main vertical beam device 203 comprises a full-thread hanger 205 and a second C-shaped channel steel beam 2031; the upper end of the full-thread hanger 205 is connected with the first C-shaped channel steel beam 2021, and the lower end is connected with the support hanger device 208; the second C-shaped channel steel beam 2031 is connected with the middle part of the full-thread hanger 205 through a plurality of V-shaped stiffening devices 204.

[0026] In some embodiments, the main inclined beam device 206 comprises a third C-shaped channel steel beam 2061, and the upper end and the lower end of the third C-shaped channel steel beam 2061 are respectively connected with the first C-shaped channel steel beam 2021 and the support hanger device 208 through an adjustable hinge 207.

[0027] Please refer to Figure 1 In some embodiments, the support hanger device 208 adopts a U-shaped pipe hanger 209, which can be used for the installation form of the anti-seismic support hanger of a water pipe and the like.

[0028] Please refer to Figure 2 In some embodiments, the support hanger device 208 comprises a first secondary cross beam 210 and a limiting assembly 212; both ends of the first secondary cross beam 210 are respectively connected with the lower end of the full-thread hanger 205 of one main vertical beam device 203, and meanwhile one end is connected with the lower end of the third C-shaped channel steel beam 2061 of the main inclined beam device 206 through an adjustable hinge 207; the limiting assembly 212 is arranged at the upper plane of the first secondary cross beam 210, and the limiting assembly 212 can limit the movement of the mechanical and electrical pipeline in the horizontal direction; wherein the first secondary cross beam 210 is made of a C-shaped channel steel. Figure 2The embodiment can be used for the installation form of the anti-seismic support hanger of a bridge.

[0029] Please refer to Figure 3 In some embodiments, the support hanger device 208 comprises a first secondary cross beam 210, a limiting component 212, and a second secondary cross beam 213; two ends of the first secondary cross beam 210 are respectively connected with the lower end of the full-thread hanger 205 of one main vertical beam device 203, and one end thereof is connected with the lower end of the third C-shaped channel steel beam 2061 of the main inclined beam device 206 through an adjustable hinge 207; the limiting component 212 is arranged at the upper plane of the first secondary cross beam 210; two ends of the second secondary cross beam 213 are respectively connected with the middle part of the full-thread hanger 205 of one main vertical beam device 203 and are located above the first secondary cross beam 210 and the limiting component 212, and the second secondary cross beam 213 can limit the position movement of the mechanical and electrical pipeline upward and downward; wherein the first secondary cross beam 210 and the second secondary cross beam 213 are both made of C-shaped channel steel, but the utility model is not limited thereto.

[0030] In some embodiments, the adjustable hinge 207 comprises an adjustable hinge 207A and an adjustable hinge 207B, wherein the adjustable hinge 207A is used for connecting with the U-shaped pipe hanger 209, and the adjustable hinge 207B is used for connecting with the first secondary cross beam 210.

[0031] In some embodiments, the anti-seismic support hanger structure 20 of the mechanical and electrical pipeline further comprises a U-shaped pressing block 211, which is used for connecting the full-thread hanger 205 with the first C-shaped channel steel beam 2021, the first secondary cross beam 210 and the second secondary cross beam 213.

[0032] In summary, the anti-seismic support hanger structure of the mechanical and electrical pipeline has the following advantages: the scheme comprehensively considers the installation form of welding a rib plate in advance on the original steel structure beam, then fixing a C-shaped channel steel on the rib plate, and finally installing an anti-seismic support hanger on the C-shaped channel steel, which avoids the problem that the anti-seismic support hanger cannot be installed in the old building reconstruction project of the steel structure form and the hollow floor form, that is, the installation problem of the anti-seismic support hanger is solved, and the engineering hidden danger of the unstable installation of the anti-seismic support hanger is solved, and the high-standard qualified engineering quality is achieved.

[0033] The foregoing description of specific exemplary embodiments of the present application is intended to be illustrative only and is not intended to limit the application to the precise forms disclosed. Many modifications and variations are possible in light of the above teachings without departing from the spirit or essential characteristics of the application. The exemplary embodiments were chosen and described in order to explain the principles of the application and its practical application and to allow others skilled in the art to understand the application for various exemplary embodiments with various modifications being applicable. The scope of the application is intended to be defined by the claims and their equivalents.

Claims

1. An earthquake resistant support hanger structure for mechanical and electrical lines, characterized by, The application relates to a main structure for a building, which comprises: a rib plate arranged at an original main structure I-beam; a main beam device comprising a first C-shaped channel steel beam, two ends of the first C-shaped channel steel beam being arranged on the rib plates at two adjacent original main structure I-beams; a main vertical beam device, an upper end of which is connected with the main beam device; a support hanger device, a lower end of which is connected with the main vertical beam device; and a main inclined beam device, an upper end of which is connected with the main beam device and a lower end of which is connected with the support hanger device; wherein a connecting point of the main vertical beam device and the main beam device is apart from a connecting point of the main inclined beam device and the main beam device. The main vertical beam device comprises:

2. The seismic bracing structure for mechanical and electrical lines according to claim 1, wherein a full-thread hanger, an upper end of which is connected with the first C-shaped channel steel beam and a lower end of which is connected with the support hanger device; and a second C-shaped channel steel beam, a middle part of which is connected with the full-thread hanger through a plurality of V-shaped stiffening devices. The main inclined beam device comprises a third C-shaped channel steel beam, an upper end and a lower end of which are connected with the first C-shaped channel steel beam and the support hanger device respectively through adjustable hinges.

3. The seismic support hanger structure for mechanical and electrical lines as recited in claim 2, wherein, The support hanger device adopts a U-shaped pipe hanger.

4. The seismic support hanger structure for mechanical and electrical lines as recited in claim 3, wherein, The support hanger device comprises:

5. The seismic support hanger structure for mechanical and electrical lines as recited in claim 4, wherein, a first auxiliary beam, two ends of which are connected with lower ends of the full-thread hangers of one of the main vertical beam devices respectively, and one end of which is connected with a lower end of the third C-shaped channel steel beam of the main inclined beam device through one of the adjustable hinges; and a limiting component arranged at an upper plane of the first auxiliary beam; wherein the first auxiliary beam is made of a C-shaped channel steel. The support hanger device comprises:

6. The seismic support hanger structure for mechanical and electrical lines as recited in claim 4, wherein, a first auxiliary beam, two ends of which are connected with lower ends of the full-thread hangers of one of the main vertical beam devices respectively, and one end of which is connected with a lower end of the third C-shaped channel steel beam of the main inclined beam device through one of the adjustable hinges; a limiting component arranged at an upper plane of the first auxiliary beam; and a second auxiliary beam, two ends of which are connected with middle parts of the full-thread hangers of one of the main vertical beam devices respectively and are located above the first auxiliary beam and the limiting component; wherein the first auxiliary beam and the second auxiliary beam are both made of C-shaped channel steels. The adjustable hinges comprise adjustable hinge A and adjustable hinge B, wherein the adjustable hinge A is used for connecting with the U-shaped pipe hanger and the adjustable hinge B is used for connecting with the first auxiliary beam.

7. The seismic support hanger structure for mechanical and electrical lines as recited in claim 6, wherein, A U-shaped pressing block is further arranged for connecting the full-thread hanger with the first C-shaped channel steel beam, the first auxiliary beam and the second auxiliary beam.

8. The seismic support hanger structure for mechanical and electrical lines as recited in claim 6, wherein, ​

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