CN210566717U - Comprehensive floor stand for engineering pipeline - Google Patents
Comprehensive floor stand for engineering pipeline Download PDFInfo
- Publication number
- CN210566717U CN210566717U CN201921199135.XU CN201921199135U CN210566717U CN 210566717 U CN210566717 U CN 210566717U CN 201921199135 U CN201921199135 U CN 201921199135U CN 210566717 U CN210566717 U CN 210566717U
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- shaped steel
- steel
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- secondary beam
- girder
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Abstract
The utility model discloses an engineering pipeline's synthesis support that falls to the ground, synthesize the support arrangement that falls to the ground indoor in structure, the indoor structure stand that has a plurality of array distributions that are of structure, adjacent the fixed shaped steel girder that is provided with between the structure stand parallels be connected with an at least shaped steel secondary beam between the shaped steel girder the shaped steel secondary beam with the tie point position department of shaped steel girder is provided with the shaped steel stand, the upper end support of shaped steel stand the shaped steel secondary beam with the shaped steel girder. The utility model has the advantages that: (1) the supporting and hanging frames are designed uniformly and arranged comprehensively, and are shared by all specialties, so that the machine room is more neat and attractive; (2) the integrated design has more stable structure and better integral stress, reduces the damage and the bearing of machine room beams, columns and floor slabs, and the weight of most of the machine room beams, the columns and the floor slabs falls on the large bottom plate; (3) noise and resonance transmission are reduced; (4) and other steel structure accessories are arranged on the basis of the available comprehensive floor stand.
Description
Technical Field
The utility model relates to an electromechanical installation engineering field, concretely relates to engineering pipeline's synthesis falls to ground support.
Background
The mainstream supporting and hoisting process for installing the pipeline and the bridge at present comprises the following steps: and (3) adopting a finished product support hanger or manufacturing a support hanger by section steel, and randomly arranging the support hanger according to the direction of the pipeline. This approach has several major disadvantages:
firstly, when the number of pipelines is large, the consumption of the section steel materials is large, and each profession respectively does the type steel materials, so that waste is caused;
secondly, the support and hanger are disorderly, so that the space and the appearance of the machine room are greatly influenced;
thirdly, the common pipeline adopts a hanger form, and resonance and noise are easy to transfer upwards.
Disclosure of Invention
The utility model aims at providing a weak point according to above-mentioned prior art, provides a comprehensive support that falls to ground of engineering pipeline, should synthesize the support that falls to ground and form wholly through carrying out built-up connection with structure stand, shaped steel girder, shaped steel secondary beam, shaped steel stand, obtain the better comprehensive support that falls to ground of whole atress.
The utility model discloses the purpose is realized accomplishing by following technical scheme:
the utility model provides an engineering pipeline's synthesis support that falls to ground, its characterized in that synthesize and fall to the ground the support and arrange in the indoor of structure, the indoor structure stand that has a plurality of array distributions that are of structure, adjacent the fixed shaped steel girder that is provided with between the structure stand parallels be connected with an at least shaped steel secondary beam between the shaped steel girder the shaped steel secondary beam with the tie point position department of shaped steel girder is provided with the shaped steel stand, the upper end support of shaped steel stand the shaped steel secondary beam with the shaped steel girder.
The structure is characterized in that an embedded steel plate is arranged on the structure stand column, and the end part of the section steel main beam is fixed on the structure stand column through the embedded steel plate.
The upper end of the profile steel upright column is connected with the profile steel main beam and the profile steel secondary beam in a welding mode.
The welding of the upper end of shaped steel stand has a steel sheet, the steel sheet with the lower surface of shaped steel girder and the lower surface of shaped steel secondary beam laminates mutually and welded fastening.
And a steel plate is arranged between the lower end part of the profile steel upright post and the ground in a cushioning manner, and the steel plate is fixed with the ground through expansion bolts.
The section steel secondary beam and the section steel main beam are connected in a welding mode and arranged on the same horizontal plane.
The section steel main beam, the section steel secondary beam and the section steel upright post are all H-shaped steel.
And a pipeline hanging bracket or a pipeline support is welded on the section steel main beam.
And a pipeline hanger or a pipeline bracket is welded on the section steel secondary beam.
The utility model has the advantages that:
(1) the supporting and hanging frames are designed uniformly and arranged comprehensively, and are shared by all specialties, so that the machine room is more neat and attractive; (2) the integrated design has more stable structure and better integral stress, reduces the damage and the bearing of machine room beams, columns and floor slabs, and the weight of most of the machine room beams, the columns and the floor slabs falls on the large bottom plate; (3) noise and resonance transmission are reduced; (4) and other steel structure accessories are arranged on the basis of the available comprehensive floor stand.
Drawings
Fig. 1 is a schematic view of a partial plan layout of a comprehensive floor stand of the present invention;
FIG. 2 is a schematic view of a partial elevation of the integrated floor stand of the present invention;
fig. 3 is a partially enlarged schematic view a of fig. 2 according to the present invention;
fig. 4 is a partially enlarged schematic view B of fig. 2 according to the present invention.
Detailed Description
The features of the present invention and other related features are described in further detail below by way of example with reference to the accompanying drawings, for the understanding of those skilled in the art:
referring to fig. 1-4, the labels 1-8 in the figures are: the structure comprises a structure upright post 1, a section steel main beam 2, a section steel secondary beam 3, a section steel upright post 4, a pipeline hanger 5, a pipeline bracket 6, a pre-buried steel plate 7 and a steel plate 8.
Example (b): as shown in fig. 1-4, the present embodiment specifically relates to a comprehensive floor stand for an engineering pipeline, which can be installed indoors in various structures, and is specifically installed in a machine room, wherein the machine room is provided with a plurality of structural uprights 1 uniformly distributed in an array manner, and the structural uprights 1 belong to a part of the structure of the machine room; this synthesize floor stand includes structure stand 1, shaped steel girder 2, shaped steel secondary beam 3 and the shaped steel stand 4 of computer lab, and the fixed shaped steel girder 2 that is provided with between the adjacent structure stand 1, and is connected with an at least shaped steel secondary beam 3 between the shaped steel girder 2 that parallels, is provided with shaped steel stand 4 in the tie point position department of 3 isomorphism steel girders of shaped steel secondary beam 2, and the upper end of shaped steel stand 4 supports both.
As shown in fig. 1-3, the structural columns 1 are distributed in a rectangular array in the machine room, the distance between adjacent structural columns 1 is kept consistent, and the structural columns 1 are concrete reinforced steel columns in this embodiment; the structural upright columns 1 are arranged in the vertical direction, the structural steel main beams 2 are arranged between the adjacent structural upright columns 1 in the horizontal direction, the structural steel main beams 2 are H-shaped steel, two end parts of the structural steel main beams 2 are fixedly connected with the structural upright columns 1, and the fixed connection mode can be that the end parts of the same type of the structural upright columns 2 are welded and connected after the embedded steel plates 7 are arranged on the structural upright columns 1, or can be a mode of fixing by rear steel plate expansion bolts; in order to increase the strength, a diagonal brace can be arranged at the joint of the steel main beam 2 and the structural upright 1.
As shown in fig. 1, 2 and 4, because the column spacing span between adjacent structural columns 1 is large (generally more than 9 meters), and the structural columns 1 which are positioned at two sides of the beam cannot meet the bearing requirement of the steel girder 2, the steel columns 4 are required to be arranged at the lower part of the steel girder 2, and the system bearing of the whole comprehensive floor support is mainly born by the steel columns; according to the span size of column spacing, select the quantity of the shaped steel stand 4 that sets up in every shaped steel girder 2 below, set up a shaped steel stand 4 at the mid point of every shaped steel girder 2 in this embodiment, the lower tip pad of shaped steel stand 4 is established the steel sheet and is fallen to the ground and run through the steel sheet through expansion bolts and be fixed in subaerially, and the welding of the upper end of shaped steel stand 4 has a steel sheet 8 and through the lower surface welded fastening of 8 isomorph steel girders 2 of steel sheet. In this embodiment, the steel section column 4 is H-shaped steel, and the specific specification of the steel section column 4 is determined by the running weight of the pipeline and the self-weight of the steel section girder 2.
As shown in fig. 1, 2 and 4, because the span of the steel main beams 2 is large and cannot meet the number requirements of common pipeline hangers 5 and pipeline supports 6, the steel secondary beams 3 are additionally arranged between the adjacent parallel steel main beams 2 to ensure that pipelines (especially small pipelines) have enough support; the quantity of shaped steel secondary beam 3 that sets up on every shaped steel girder 2 is decided according to its span, set up a shaped steel secondary beam 3 on every shaped steel girder 2 in this embodiment, the setpoint that shaped steel secondary beam 3 is located the mid point position of shaped steel girder 2 and is corresponding to the position that sets up of shaped steel stand 4, and shaped steel secondary beam 3 and shaped steel girder 2 set up on same horizontal plane, the both ends of shaped steel secondary beam 3 respectively with the connecting point position welded fastening of shaped steel girder 2, and the lower surface of shaped steel secondary beam 3 with the steel sheet 8 welded fastening of shaped steel stand 4 upper end, as shown in fig. 4. The section steel secondary beam 4 plays a role in connecting the whole steel structure and is used for connecting all the section steel main beams 2 and the section steel upright posts 4 into a whole.
As shown in fig. 2, a pipeline hanger 5 and a pipeline bracket 6 are welded to the main section steel beam 2 and the sub-section steel beam 3 to support a pipeline.
According to the actual construction operation requirement, the comprehensive landing support in the embodiment can be additionally provided with a ladder stand or accessories such as an overhaul pavement and the like.
The beneficial effect of this embodiment lies in:
(1) the supporting and hanging frames are designed uniformly and arranged comprehensively, and are shared by all specialties, so that the machine room is more neat and attractive;
(2) the integrated design has more stable structure and better integral stress, reduces the damage and the bearing of machine room beams, columns and floor slabs, and the weight of most of the machine room beams, the columns and the floor slabs falls on the large bottom plate;
(3) noise and resonance transmission are reduced;
(4) and other steel structure accessories are arranged on the basis of the available comprehensive floor stand.
Claims (9)
1. The utility model provides an engineering pipeline's synthesis support that falls to ground, its characterized in that synthesize and fall to the ground the support and arrange in the indoor of structure, the indoor structure stand that has a plurality of array distributions that are of structure, adjacent the fixed shaped steel girder that is provided with between the structure stand parallels be connected with an at least shaped steel secondary beam between the shaped steel girder the shaped steel secondary beam with the tie point position department of shaped steel girder is provided with the shaped steel stand, the upper end support of shaped steel stand the shaped steel secondary beam with the shaped steel girder.
2. The comprehensive floor stand of an engineering pipeline according to claim 1, wherein the structural upright is provided with an embedded steel plate, and the end of the section steel main beam is fixed on the structural upright through the embedded steel plate.
3. The comprehensive floor stand for the engineering pipeline according to claim 1, wherein the upper end of the section steel upright is welded to the section steel main beam and the section steel secondary beam.
4. The comprehensive floor stand for the engineering pipeline according to claim 3, wherein a steel plate is welded to the upper end of the section steel upright, and the steel plate is attached to and welded to the lower surface of the section steel main beam and the lower surface of the section steel secondary beam.
5. The comprehensive floor stand for construction pipelines according to claim 1, wherein a steel plate is installed between the lower end of the steel pillar and the ground, and the steel plate is fixed to the ground through an expansion bolt.
6. The comprehensive floor stand for the engineering pipeline according to claim 1, wherein the section steel secondary beam and the section steel main beam are welded and connected and arranged on the same horizontal plane.
7. The comprehensive floor stand of an engineering pipeline according to claim 1, wherein the main section steel beam, the secondary section steel beam and the upright section steel column are all H-shaped steel.
8. The comprehensive floor stand for the engineering pipeline according to claim 1, wherein a pipeline hanger or a pipeline support is welded on the steel girder.
9. The comprehensive floor stand for the engineering pipeline according to claim 1, wherein a pipeline hanger or a pipeline support is welded on the steel secondary beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921199135.XU CN210566717U (en) | 2019-07-29 | 2019-07-29 | Comprehensive floor stand for engineering pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921199135.XU CN210566717U (en) | 2019-07-29 | 2019-07-29 | Comprehensive floor stand for engineering pipeline |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210566717U true CN210566717U (en) | 2020-05-19 |
Family
ID=70630407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921199135.XU Expired - Fee Related CN210566717U (en) | 2019-07-29 | 2019-07-29 | Comprehensive floor stand for engineering pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210566717U (en) |
-
2019
- 2019-07-29 CN CN201921199135.XU patent/CN210566717U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200519 Termination date: 20210729 |
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| CF01 | Termination of patent right due to non-payment of annual fee |