CN207542694U - A kind of steel structure beam assembled combines hanger - Google Patents
A kind of steel structure beam assembled combines hanger Download PDFInfo
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- CN207542694U CN207542694U CN201721481603.3U CN201721481603U CN207542694U CN 207542694 U CN207542694 U CN 207542694U CN 201721481603 U CN201721481603 U CN 201721481603U CN 207542694 U CN207542694 U CN 207542694U
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- hanger
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- steel cross
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Abstract
The utility model discloses a kind of steel structure beam assembleds to combine hanger, including flexible suspension and rigid hanger, it is all provided with limiting fastener there are two symmetrical at the top of flexible suspension and rigid hanger, limiting fastener forms fastening upper semisection, changeover portion and fastening lower semisection after bending twice, it fastens upper semisection and fastening lower semisection is parallel to each other, the thickness that upper semisection is equal to girder steel lower flange with fastening the distance between lower semisection is fastened, limits and is bolted between the fastening upper semisection of fastener and flexible suspension, rigid hanger.Use this combination hanger, the lower flange of girder steel is firmly compressed by limiting fastener and fastening bolt, it avoids welding and harmful effect is caused to the safety of steel construction, and by adjusting the length and position of channel steel cross beam and channel steel cross-arm, the combination of different size, different location, multi-line pipeline can be achieved, save space and material.
Description
Technical field
The utility model is related to a kind of combination hanger of assembled type pipe, more particularly to a kind of steel structure beam assembled
Combine hanger.
Background technology
As country greatly develops assembled architecture, the building of steel structural form, the accounting of structures will be increasing.
Electromechanical pipeline hangs stent in steel construction, structures and structure connecting node is not included in steel construction Deepen Design generally,
Later stage electromechanical pipeline is mounted to for problem.And steel building adds the knot of girder steel (or steel truss) frequently with shaped steel column
Configuration formula in order to ensure the safety of structure, does not allow generally to carry out weld job on main force structure.Therefore one kind is needed
It does not need to and welding for steel structure, only relies on bolted hanger form, while require this stent that can realize factorial praluction,
Assembled in situization is constructed, to improve the installation effectiveness of electromechanical pipeline, and installation easy to repair.
Utility model content
The technical problem to be solved by the utility model is to provide it is a kind of only rely on it is bolted, be easily installed repair
Steel structure beam assembled combines hanger.
Used technical solution to solve above-mentioned technical problem：A kind of steel structure beam assembled combines hanger, packet
Flexible suspension and rigid hanger are included, is all provided at the top of the flexible suspension and rigid hanger there are two symmetrical limiting fastener,
It is described limiting fastener is formed after bending twice fastening upper semisection, changeover portion and fastening lower semisection, it is described fastening upper semisection and
Fastening lower semisection is parallel to each other, and the fastening upper semisection is equal to the thickness of girder steel lower flange with fastening the distance between lower semisection,
It is bolted between the limiting fastening upper semisection of fastener and flexible suspension, rigid hanger.
Further, the flexible suspension includes channel steel cross beam and channel steel cross-arm, the channel steel cross beam and channel steel cross-arm
Both ends are connected to form one by all-teeth screw and nut respectively.
Further, the rigid hanger includes channel steel cross beam and channel steel cross-arm, the channel steel cross beam and channel steel cross-arm
Both ends with channel steel upright post respectively by welding to form one.
Further, the length of the channel steel cross beam and the equal length of the channel steel cross-arm.
Advantageous effect：This steel structure beam assembled combines hanger, can be according to the dimensions of steel building girder steel
It is designed, by prefabricated in processing factory, site-assembled mode greatly improves the construction quality and efficiency of hanger.The combination
Hanger is connect by limiting fastener and fastening bolt with girder steel, and limiting fastener, can any angle before fastening bolt is tightened
Rotation tightens fastening bolt after in place, avoids to be welded to connect and cause harmful effect to the safety of steel construction.By adjusting
The length and position of channel steel cross beam and channel steel cross-arm are, it can be achieved that different size, the combination of different location, multi-line pipeline, are saved
Space and material.Based on flexible suspension, vertical load is born, multispan arranged for interval rigid hanger, in addition to vertical load is born,
Also act as the effect of limit levels displacement.
Description of the drawings
The utility model is described further with reference to the accompanying drawings and examples：
Fig. 1 is the flexible suspension organigram of the utility model embodiment；
Fig. 2 is the rigid hanger organigram of the utility model embodiment；
Fig. 3 is the lifting installation process schematic diagram of the utility model.
Specific embodiment
Referring to figs. 1 to Fig. 2, the utility model combines hanger for a kind of steel structure beam assembled, including flexible suspension
And rigid hanger, it is all provided at the top of flexible suspension and rigid hanger there are two symmetrical limiting fastener 3, limiting fastener 3 passes through
Fastening upper semisection, changeover portion and fastening lower semisection are formed after bending twice, fastening upper semisection and fastening lower semisection are parallel to each other, tightly
Gu upper semisection is equal to the thickness of 7 lower flange of girder steel with fastening the distance between lower semisection, limit the fastening upper semisection of fastener 3 with
It is bolted between flexible suspension, rigid hanger.
Flexible suspension includes channel steel cross beam 1,2, two limiting fasteners 3 of channel steel cross-arm and two all-teeth screws 4, channel steel
The leg both ends of crossbeam 1 and channel steel cross-arm 2 are equipped with trepanning, and two all-teeth screws 4 are each passed through corresponding above-mentioned trepanning by slot
Gooseneck 1 and channel steel cross-arm 2 connect, and are fixed using clamp nut.Two positioning limiting fixators 3 are symmetrically disposed on channel steel cross beam
At 1 top flange, limit and linked together between fastener 3 and channel steel cross beam 1 by fastening bolt 6, using double nut form
Or single nut adds the form of spring shim to be fixed, and prevents nut from loosening, securely and reliably.
The structure of rigid hanger is similar to flexible suspension, except the connection mode between channel steel cross beam 1 and channel steel cross-arm 2 is different
In addition, other setting all sames.Between the channel steel cross beam 1 of rigid hanger and channel steel cross-arm 2 by both ends leg respectively with channel steel
Column 5 welds to complete to connect.
Preferably, limiting fastener 3 is made one kind as the utility model of cast steel, and Engineering Reliability is high；Fasten spiral shell
Bolt 6 selects galvanized bolt, and all-teeth screw 4 selects zinc-plated all-teeth screw, and corrosion resistance is strong.
Preferably, limiting fastener 3 is customized one kind as the utility model in processing factory, thick with the steel plate of girder steel lower flange
Degree and width are design parameter, using 5mm as standard, according to the limiting fastener 3 of different thickness design different models.
Referring to figs. 1 to Fig. 2, according to the dimensions of 7 lower flange of girder steel of steel construction, the synthesis arrangement combinations shape of pipeline 8
The parameters such as formula and absolute altitude in place carry out the component of flexible suspension and rigid hanger blanking, drilling, anti-corrosion and pre-splicing in processing factory
The operations such as dress transport flexible suspension and rigid hanger to erecting bed after completion of processing.According to pipeline layout arrangement,
The lower flange of girder steel 7 carries out line setting.With reference to figure 3, fastening bolt 6 is inserted in channel steel cross beam 1 and limiting fastener 3 corresponds to
Bolt hole in, be screwed into two nuts in advance, but do not tighten, thus can Arbitrary Rotation limiting fastener 3, in order to install.
The installation direction of fastening bolt 6 upward, in order to subsequently tighten the operation of nut.Limiting fastener 3 is rotated to horizontal with channel steel
The lower flange of girder steel 7 according to the position of line setting, is close in the top flange of channel steel cross beam 1 by the vertical direction of beam 1, and adjustment is fixed
Position unwrapping wire is overlapped with the center line of channel steel cross beam 1, and rotary stopper fastener 3 is symmetrically tightened to the direction parallel with channel steel cross beam 1
Two nuts in fastening bolt 6 compress limiting fastener 3, and the lower flange of channel steel cross beam 1 and girder steel 7 is clamped.Then peace
All-teeth screw 4 or channel steel upright post 5 and channel steel cross-arm 2 are filled, the water of adjustment channel steel cross-arm 2 is should be noted when channel steel cross-arm 2 is installed
Pingdu and absolute altitude.After hanger to be combined installs, you can carry out the installation of comprehensive pipeline 8.Combine hanger using flexible suspension as
It is main, multispan arranged for interval rigid hanger.
The embodiment of the utility model is explained in detail above in conjunction with attached drawing, but the utility model is not limited to
Embodiment is stated, in the knowledge having in the technical field those of ordinary skill, this practicality can also not departed from
Various changes can be made under the premise of novel objective.
Claims (4)
1. a kind of steel structure beam assembled combines hanger, including flexible suspension and rigid hanger, it is characterised in that：It is described soft
Property hanger and rigid hanger at the top of be all provided with that there are two symmetrical limiting fasteners (3), the limiting fastener (3) through rolling over twice
Fastening upper semisection, changeover portion and fastening lower semisection are formed after curved, the fastening upper semisection and fastening lower semisection are parallel to each other, described
The thickness that upper semisection is equal to girder steel (7) lower flange with fastening the distance between lower semisection is fastened, it is described to limit the tight of fastener (3)
Gu it is bolted between upper semisection and flexible suspension, rigid hanger.
2. steel structure beam assembled according to claim 1 combines hanger, it is characterised in that：The flexible suspension packet
Channel steel cross beam (1) and channel steel cross-arm (2) are included, the channel steel cross beam (1) and the both ends of channel steel cross-arm (2) pass through all-teeth screw respectively
(4) and nut is connected to form one.
3. steel structure beam assembled according to claim 1 combines hanger, it is characterised in that：The rigid hanger packet
Include channel steel cross beam (1) and channel steel cross-arm (2), the both ends of the channel steel cross beam (1) and channel steel cross-arm (2) with channel steel respectively by standing
Column (5) welding forms one.
4. the steel structure beam assembled combination hanger according to Claims 2 or 3, it is characterised in that：The channel steel is horizontal
The length of beam (1) and the equal length of the channel steel cross-arm (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721481603.3U CN207542694U (en) | 2017-11-08 | 2017-11-08 | A kind of steel structure beam assembled combines hanger |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721481603.3U CN207542694U (en) | 2017-11-08 | 2017-11-08 | A kind of steel structure beam assembled combines hanger |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207542694U true CN207542694U (en) | 2018-06-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721481603.3U Active CN207542694U (en) | 2017-11-08 | 2017-11-08 | A kind of steel structure beam assembled combines hanger |
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| Country | Link |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108988193A (en) * | 2018-08-09 | 2018-12-11 | 中铁十局集团第三建设有限公司 | A kind of safe and efficient formula electricity comb line hanger and application method |
| CN109210275A (en) * | 2018-11-05 | 2019-01-15 | 上海宝冶集团有限公司 | A kind of I-beam pipe installation bracket |
| CN110258917A (en) * | 2019-06-05 | 2019-09-20 | 浙江绿筑集成科技有限公司 | A kind of integration change edge of a wing girder steel construction method |
| CN111810823A (en) * | 2020-07-31 | 2020-10-23 | 中冶京诚工程技术有限公司 | Hanging piece of installation equipment under steel structure roof |
-
2017
- 2017-11-08 CN CN201721481603.3U patent/CN207542694U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108988193A (en) * | 2018-08-09 | 2018-12-11 | 中铁十局集团第三建设有限公司 | A kind of safe and efficient formula electricity comb line hanger and application method |
| CN109210275A (en) * | 2018-11-05 | 2019-01-15 | 上海宝冶集团有限公司 | A kind of I-beam pipe installation bracket |
| CN110258917A (en) * | 2019-06-05 | 2019-09-20 | 浙江绿筑集成科技有限公司 | A kind of integration change edge of a wing girder steel construction method |
| CN111810823A (en) * | 2020-07-31 | 2020-10-23 | 中冶京诚工程技术有限公司 | Hanging piece of installation equipment under steel structure roof |
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