CN210920539U - Firefighting pipe anti-seismic support and hanger in truss structure - Google Patents
Firefighting pipe anti-seismic support and hanger in truss structure Download PDFInfo
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- CN210920539U CN210920539U CN201921744162.0U CN201921744162U CN210920539U CN 210920539 U CN210920539 U CN 210920539U CN 201921744162 U CN201921744162 U CN 201921744162U CN 210920539 U CN210920539 U CN 210920539U
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- section steel
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 155
- 239000010959 steel Substances 0.000 claims abstract description 155
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 8
- 230000000694 effects Effects 0.000 abstract description 3
- 229920003023 plastic Polymers 0.000 abstract description 3
- 239000004033 plastic Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 238000005303 weighing Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
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Abstract
The utility model discloses a fire-fighting pipeline antidetonation gallows in truss structure, including truss staple bolt and full tooth screw rod, the truss staple bolt links to each other with full tooth screw rod, the fixed surface of full tooth screw rod installs the first channel-section steel of putting more energy into, and is provided with lead screw clamp bolt on the first channel-section steel of putting more energy into, one side of the first channel-section steel of putting more energy into is provided with vertical channel-section steel, the surface of vertical channel-section steel is close to top position department fixed mounting and has antidetonation hinge joint spare, and is provided with the channel-section steel of weighing to one side on the antidetonation hinge joint spare. A fire-fighting pipeline antidetonation gallows in truss structure, through the effective connection between vertical channel-section steel, horizontal channel-section steel and the oblique title channel-section steel, restraint fire-fighting water pipe's that can be fine horizontal seismic force, and the top installation plastics end cover of the both ends of horizontal channel-section steel and vertical channel-section steel can play scratch workman and dirt-proof effect when avoiding installing, is suitable for different working conditions, brings better use prospect.
Description
Technical Field
The utility model relates to a gallows field is combatted to antidetonation, in particular to a gallows is combatted to fire-fighting pipeline in truss structure.
Background
Fire-fighting pipelines, namely fire hydrant and spray water pipe of the fire-fighting system, are important components of the fire-fighting system; the existing anti-seismic support hanger has certain defects when in use, and in a common building, an anti-seismic support for fixing a fire pipeline is common, but in a steel structure truss building (such as a factory building), the existing anti-seismic support for the fire pipeline can not be installed generally, or the installation process is complicated, so that certain influence is brought to the use of the anti-seismic support hanger, and therefore, the anti-seismic support hanger for the fire pipeline in the truss structure is provided.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a main aim at provides a fire pipeline antidetonation gallows in truss structure can effectively solve the problem in the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an earthquake-proof support and hanger for a fire-fighting pipeline in a truss structure comprises a truss hoop and a full-tooth screw rod, wherein the truss hoop is connected with the full-tooth screw rod, a first stiffening channel steel is fixedly arranged on the outer surface of the full-tooth screw rod, a screw rod pressing bolt is arranged on the first stiffening channel steel, a vertical channel steel is arranged at one side of the first stiffening channel steel, and a P-shaped pipe clamp is arranged inside the vertical channel steel, an anti-seismic hinge joint is fixedly arranged at the position of the outer surface of the vertical channel steel, which is close to the top end, and the anti-seismic hinge piece is provided with an oblique channel steel, the bottom end of the vertical channel steel is fixedly provided with a transverse channel steel, and a channel steel connecting piece is connected between the vertical channel steel and the transverse channel steel, a channel steel plate buckle is arranged between the transverse channel steel and the bottom end of the full-tooth screw rod, the full-tooth screw is connected with the transverse channel steel through a channel steel plate buckle, and the transverse channel steel is connected with the vertical channel steel and the obliquely-weighed channel steel.
Preferably, the position department that the both ends of vertical channel-section steel, obliquely called channel-section steel and horizontal channel-section steel are connected with channel-section steel connecting piece, antidetonation hinge joint spare and channel-section steel board buckle respectively is provided with channel-section steel tip bearing portion, and the operation position of being connected of vertical channel-section steel, obliquely called channel-section steel and horizontal channel-section steel sets up to connecting portion, connecting portion and channel-section steel tip bearing portion are fixed to be linked to each other, and connecting portion and channel-section steel tip bearing portion constitute fixing device jointly, do detachable the connection between connecting portion and truss staple bolt, horizontal channel-section steel and the.
Preferably, the connecting portion comprises a full-tooth screw, a nut, an anti-seismic hinge, a channel steel connecting piece and a screw rod pressing bolt, screw holes are formed in the corresponding positions of the end portions of the two sides of the anti-seismic hinge and the channel steel connecting piece respectively, and the full-tooth screw is connected with the transverse channel steel through the nut.
Preferably, the bearing part at the end part of the channel steel is arranged on the transverse channel steel, the vertical channel steel is connected with the transverse channel steel through a channel steel connecting piece, and the oblique channel steel is connected with the transverse channel steel through an anti-seismic hinge piece.
Preferably, the vertical channel steel is connected with the oblique channel steel through an anti-seismic hinge.
Preferably, the vertical channel steel is connected with the fire hose by a P-shaped pipe clamp.
Compared with the prior art, the utility model discloses following beneficial effect has: this firefighting pipe antidetonation gallows in truss structure, through the effective connection between vertical channel-section steel, horizontal channel-section steel and the oblique title channel-section steel, the horizontal earthquake power of restraint fire-fighting water pipe that can be fine, and the plastics end cover is installed on the top of the both ends of horizontal channel-section steel and vertical channel-section steel, scratch workman and dirt-proof effect when can playing avoiding the installation, whole antidetonation gallows simple structure, convenient operation, the effect of use is better for traditional mode.
Drawings
Fig. 1 is a front view of an earthquake-resistant support and hanger for an firefighting pipe in a truss structure according to the present invention;
fig. 2 is the utility model relates to a fixing device's in firefighting pipe antidetonation gallows in truss structure schematic structure.
In the figure: 1. truss hoops; 2. a full-tooth screw; 3. a screw rod pressing bolt; 4. a first stiffening channel steel; 5. vertical channel steel; 6. a P-shaped pipe clamp; 7. obliquely weighing channel steel; 8. an anti-seismic hinge; 9. a channel steel connector; 10. transverse channel steel; 11. and (5) buckling a channel steel plate.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
As shown in fig. 1-2, an earthquake-proof support hanger for fire-fighting pipelines in a truss structure comprises a truss hoop 1 and a full-tooth screw 2, the truss hoop 1 is connected with the full-tooth screw 2, a first stiffening channel 4 is fixedly installed on the outer surface of the full-tooth screw 2, a screw rod pressing bolt 3 is arranged on the first stiffening channel 4, a vertical channel 5 is arranged on one side of the first stiffening channel 4, a P-shaped pipe clamp 6 is arranged inside the vertical channel 5, an earthquake-proof hinge 8 is fixedly installed on the outer surface of the vertical channel 5 near the top end, an obliquely-weighed channel 7 is arranged on the earthquake-proof hinge 8, a transverse channel 10 is fixedly installed at the bottom end of the vertical channel 5, a channel connector 9 is connected between the vertical channel 5 and the transverse channel 10, a channel screw buckle 11 is arranged between the transverse channel 10 and the bottom end of the full-tooth screw 2, the full-tooth screw 2 is connected with the transverse channel, and the transverse channel steel 10 is connected with the vertical channel steel 5 and the oblique channel steel 7.
The steel channel end bearing parts are arranged at positions where two ends of the vertical steel channel 5, the oblique steel channel 7 and the transverse steel channel 10 are respectively connected with the steel channel connecting piece 9, the anti-seismic hinge piece 8 and the steel channel plate buckle 11, connecting operation parts of the vertical steel channel 5, the oblique steel channel 7 and the transverse steel channel 10 are arranged to be connecting parts, the connecting parts are fixedly connected with the steel channel end bearing parts, the connecting parts and the steel channel end bearing parts jointly form a fixing device, and the connecting parts are detachably connected with the truss hoop 1, the transverse steel channel 10 and the vertical steel channel 5;
the connecting part comprises a full-tooth screw 2, a nut, an anti-seismic hinge 8, a channel steel connecting piece 9 and a screw rod pressing bolt 3, screw holes are respectively formed in corresponding positions of two side end parts of the anti-seismic hinge 8 and the channel steel connecting piece 9, and the full-tooth screw 2 is connected with a transverse channel steel 10 through the nut;
the end bearing part of the channel steel is arranged on the transverse channel steel 10, the vertical channel steel 5 is connected with the transverse channel steel 10 through a channel steel connecting piece 9, and the oblique channel steel 7 is connected with the transverse channel steel 10 through an anti-seismic hinge piece 8;
the vertical channel steel 5 is connected with the oblique channel steel 7 by an anti-seismic hinge 8;
the vertical channel steel 5 is connected with the fire-fighting water pipe through a P-shaped pipe clamp 6.
It should be noted that, the utility model relates to a fire fighting pipeline anti-seismic support hanger in truss structure, when in use, the full-tooth screw 2 is connected with the truss through the truss hoop 1, the vertical channel steel 5 is fixed on the outer surface of the full-tooth screw 2 through the screw rod hold-down bolt 3, the horizontal channel steel 10 is connected with the vertical channel steel 5 through the channel steel connecting piece 9, the horizontal channel steel 10 is connected with the channel steel buckle 11, in addition, the horizontal channel steel 10 is connected with the angle channel steel 7 through the anti-seismic hinge piece 8, therefore, the horizontal seismic force of the fire fighting water pipe is well solved, the vertical channel steel 5 fixes the fire fighting water pipe through the P-type pipe clamp 6, and the vertical channel steel 5, the first stiffening channel steel 4 and the full-tooth screw 2 are all vertically installed, the fire fighting water pipe is connected with the vertical channel steel 5 through the P-type pipe clamp 6, the plastic end covers are installed at the two ends of the horizontal channel steel 10 and the top end, is relatively practical.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a fire-fighting pipeline antidetonation gallows in truss structure, includes truss staple bolt (1) and full tooth screw rod (2), its characterized in that: the truss hoop (1) is connected with a full-tooth screw (2), a first stiffening channel steel (4) is fixedly installed on the outer surface of the full-tooth screw (2), a lead screw pressing bolt (3) is arranged on the first stiffening channel steel (4), a vertical channel steel (5) is arranged on one side of the first stiffening channel steel (4), a P-shaped pipe clamp (6) is arranged inside the vertical channel steel (5), an anti-seismic hinge part (8) is fixedly installed on the position, close to the top end, of the outer surface of the vertical channel steel (5), an oblique-scale channel steel (7) is arranged on the anti-seismic hinge part (8), a transverse channel steel (10) is fixedly installed at the bottom end of the vertical channel steel (5), a channel steel connecting part (9) is connected between the vertical channel steel (5) and the transverse channel steel (10), and a channel steel plate buckle (11) is arranged between the transverse channel steel (10, the full-tooth screw (2) is connected with a transverse channel steel (10) through a channel steel plate buckle (11), and the transverse channel steel (10) is connected with a vertical channel steel (5) and an oblique channel steel (7).
2. The fire-fighting pipe earthquake-proof support and hanger in the truss structure as claimed in claim 1, wherein: the steel channel structure is characterized in that the positions, connected with the channel steel connecting piece (9), the anti-seismic hinge joint piece (8) and the channel steel plate buckle (11), of the two ends of the vertical channel steel (5), the obliquely-weighed channel steel (7) and the transverse channel steel (10) are respectively provided with a channel steel end bearing part, the connecting operation positions of the vertical channel steel (5), the obliquely-weighed channel steel (7) and the transverse channel steel (10) are set to be connecting parts, the connecting parts are fixedly connected with the channel steel end bearing part, the connecting parts and the channel steel end bearing part jointly form a fixing device, and detachable connection is respectively formed between the connecting parts and the truss hoop (1), the transverse channel steel (10) and the vertical channel steel (5.
3. The fire-fighting pipe earthquake-proof support and hanger in the truss structure as claimed in claim 2, wherein: connecting portion include full tooth screw rod (2), nut, antidetonation hinge joint piece (8), channel-section steel connecting piece (9) and lead screw clamp bolt (3), and the screw has respectively been seted up with the both sides tip relevant position punishment of channel-section steel connecting piece (9) in antidetonation hinge joint piece (8), full tooth screw rod (2) are connected with horizontal channel-section steel (10) through the nut.
4. The fire-fighting pipe earthquake-proof support and hanger in the truss structure as claimed in claim 1, wherein: the bearing part at the end part of the channel steel is arranged on the transverse channel steel (10), the vertical channel steel (5) is connected with the transverse channel steel (10) through a channel steel connecting piece (9), and the oblique channel steel (7) is connected with the transverse channel steel (10) through an anti-seismic hinge piece (8).
5. The fire-fighting pipe earthquake-proof support and hanger in the truss structure as claimed in claim 1, wherein: the vertical channel steel (5) is connected with the oblique channel steel (7) through an anti-seismic hinge joint (8).
6. The fire-fighting pipe earthquake-proof support and hanger in the truss structure as claimed in claim 1, wherein: the vertical channel steel (5) is connected with the fire-fighting water pipe through a P-shaped pipe clamp (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921744162.0U CN210920539U (en) | 2019-10-17 | 2019-10-17 | Firefighting pipe anti-seismic support and hanger in truss structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921744162.0U CN210920539U (en) | 2019-10-17 | 2019-10-17 | Firefighting pipe anti-seismic support and hanger in truss structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210920539U true CN210920539U (en) | 2020-07-03 |
Family
ID=71345948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921744162.0U Expired - Fee Related CN210920539U (en) | 2019-10-17 | 2019-10-17 | Firefighting pipe anti-seismic support and hanger in truss structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210920539U (en) |
-
2019
- 2019-10-17 CN CN201921744162.0U patent/CN210920539U/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: 20200703 |