CN207728795U - Crane span structure antidetonation suspension and support - Google Patents
Crane span structure antidetonation suspension and support Download PDFInfo
- Publication number
- CN207728795U CN207728795U CN201721722760.9U CN201721722760U CN207728795U CN 207728795 U CN207728795 U CN 207728795U CN 201721722760 U CN201721722760 U CN 201721722760U CN 207728795 U CN207728795 U CN 207728795U
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- CN
- China
- Prior art keywords
- crane span
- span structure
- crossbeam
- support
- antidetonation suspension
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Abstract
The utility model provides a kind of crane span structure antidetonation suspension and support, is connected to the bottom surface of building concrete structural member, and crane span structure antidetonation suspension and support includes：Two are arranged in parallel and at interval vertical beam, and two perpendicular depths of beam are equal；The both ends of crossbeam, crossbeam are connected to form U-shaped framework with two vertical beams respectively, and crossbeam is equipped with crane span structure limiter；Two supporting beams, two supporting beams are connected to the both ends of crossbeam, and two supporting beams are inclined outwardly extend upwardly to building concrete structural member respectively.Crane span structure antidetonation suspension and support provided by the utility model, stable structure, so that crane span structure antidetonation suspension and support can cut down horizontal earthquake influence power pipeline direction of travel vertical plane influence power, mitigate eaerthquake damage, take precautions against secondary disaster, casualties is avoided simultaneously, and avoids and reduce economic loss.
Description
Technical field
The utility model is related to shock-resistant arrangement technical field, more particularly to a kind of crane span structure antidetonation suspension and support.
Background technology
The Aseismic Design of electromechanical equipment make building plumbing system, heating, ventilation, air-conditioning, combustion gas, heating power, electric power, communication,
After the electromechanical engineerings facility such as fire-fighting meets with earthquake, force effect easily is influenced by horizontal earthquake, leads to pipeline fracture, stent system unstability
It falls, and easily causes casualties and economic loss.
Utility model content
The purpose of this utility model is to provide a kind of crane span structure antidetonation suspension and support that can mitigate eaerthquake damage.
A kind of in order to achieve the above object, the utility model provides crane span structure antidetonation suspension and support, is connected to building concrete
The bottom surface of structural member, the crane span structure antidetonation suspension and support include：Two are arranged in parallel and at interval vertical beam, the two perpendicular depth of beam phases
Deng；The both ends of crossbeam, the crossbeam are connected to form U-shaped framework with two vertical beams respectively, and the crossbeam is limited equipped with crane span structure
Position device；Two supporting beams, two supporting beams are connected to the both ends of the crossbeam, and two supporting beams are inclined outwardly respectively
Extend upwardly to building concrete structural member.
Crane span structure antidetonation suspension and support as described above, wherein the elongated end of the supporting beam is connected with for connecting described build
Build the hinge of concrete structure.
Crane span structure antidetonation suspension and support as described above, wherein the hinge passes through rear base expanding and base expanding anchor bolt and the building concrete
Structural member connects.
Crane span structure antidetonation suspension and support as described above, wherein the upper end of the vertical beam is connected with mixed for connecting the building
The hexagonal connector of Xtah Crude Clay structure part.
Crane span structure antidetonation suspension and support as described above, wherein the hexagonal connector passes through rear base expanding and base expanding anchor bolt and the building
Concrete structure connects.
Crane span structure antidetonation suspension and support as described above, wherein the vertical beam is C-shaped channel steel, is provided at least on the vertical beam
Two spaced V words are put more energy into device, and two adjacent V words put more energy into and are smaller than or are equal to 350mm between device.
Crane span structure antidetonation suspension and support as described above, wherein the crossbeam is the C-shaped channel steel equipped with dorsal pore, the crossbeam
Both ends are connected with channel steel end cap.
Crane span structure antidetonation suspension and support as described above, wherein the supporting beam for being located at described crossbeam the same side is erected with described
Angle between beam is 30 ° to 60 °.
Crane span structure antidetonation suspension and support as described above, wherein the supporting beam for being located at described crossbeam the same side is erected with described
Angle between beam is 45 °.
Crane span structure antidetonation suspension and support as described above, wherein the crane span structure antidetonation suspension and support further includes two spaced auxiliary
Help supporting beam, one end of the Auxiliary support beam to connect with the crossbeam, the other end of the Auxiliary support beam be inclined outwardly to
On extend to building concrete structural member.
Compared with prior art, as follows the advantages of the utility model：
Crane span structure antidetonation suspension and support provided by the utility model is connected to form U-shaped framework by crossbeam with two vertical beams, and
Two supporting beams of two vertical beam both sides are connected to, horizontal earthquake influence power is effectively passed on main structure body, avoids and reduces
Pipeline is influenced by seismic force and fracture occurs and stent system unstability is fallen, so that crane span structure antidetonation suspension and support can be cut down
Horizontal earthquake influence power mitigates eaerthquake damage, takes precautions against secondary disaster, avoid simultaneously in the influence power of pipeline direction of travel vertical plane
Casualties, and avoid and reduce economic loss；
Crane span structure antidetonation suspension and support provided by the utility model, by rear base expanding and base expanding anchor bolts in building concrete structural member
Bottom surface, rear base expanding and base expanding anchor bolt have mechanical lock bonding effect, can ensure to connect between vertical beam, supporting beam and building concrete structural member
Reliability；
Crane span structure antidetonation suspension and support provided by the utility model, each component are bolted connection, welding, installation side
Just, it and is conveniently adjusted.
Description of the drawings
The following drawings is only intended in doing schematic illustration and explanation to the utility model, does not limit the model of the utility model
It encloses.Wherein：
Fig. 1 is the dimensional structure diagram for the crane span structure antidetonation suspension and support that one embodiment of the utility model provides；
Fig. 2 is the use state diagram of crane span structure antidetonation suspension and support shown in FIG. 1；
Fig. 3 is the dimensional structure diagram for the crane span structure antidetonation suspension and support that another embodiment of the utility model provides；
Fig. 4 is the use state diagram of crane span structure antidetonation suspension and support shown in Fig. 3.
Drawing reference numeral explanation：
1- vertical beams；2- crossbeams；Packet square gasket is rolled up outside 21-；3- crane span structure limiters；4- supporting beams；5- hinges；Base expanding and base expanding after 6-
Anchor bolt；7- hexagonal connectors；8-V words are put more energy into device；9- channel steel end caps；10- Auxiliary support beams；20- building concrete structural members.
Specific implementation mode
In order to have clearer understanding to the technical solution of the utility model, purpose and effect, originally in conjunction with description of the drawings
The specific implementation mode of utility model.
As shown in figures 1 and 3, the utility model provides a kind of crane span structure antidetonation suspension and support, is connected to building concrete
The bottom surface of structural member 20, crane span structure antidetonation suspension and support include：Two are arranged in parallel and at interval vertical beam 1, crossbeam 2 and two supporting beams 4,
In, the height of two vertical beams 1 is equal；The both ends of crossbeam 2 are connected to form U-shaped framework with two vertical beams 1 respectively, i.e. two vertical beams 1 are substantially
Perpendicular to crossbeam 2, and crossbeam 2 is equipped with crane span structure limiter 3；The both ends that two supporting beams 4 are connected to crossbeam 2 connect, and two
Supporting beam 4 is inclined outwardly respectively extends upwardly to building concrete structural member 20, it is preferred to use the elongated end and vertical beam of supporting beam 4
1 top is concordant；It is highly preferred that in two supporting beams 4 and two vertical beams 1 are generally aligned in the same plane.
It should be noted that the outer surface of vertical beam 1, crossbeam 2 and two supporting beams 4 carries out the dacroment process, to improve vertical beam
1, the intensity of crossbeam 2 and two supporting beams 4.
Specifically, the angle between the supporting beam 4 and vertical beam 1 of 2 the same side of crossbeam is 30 ° to 60 °, preferably 45 °,
In this way so that the stress at 4 both ends of supporting beam is relatively uniform, to ensure that the service life of supporting beam 4.
Further, the surface that crossbeam 2 connects with two vertical beams 1 is equipped with outer volume packet square gasket 21.
Crane span structure antidetonation suspension and support provided by the utility model is connected to form U-shaped framework by crossbeam 2 with two vertical beams 1, with
And be connected to two supporting beams 4 of two vertical beams, 1 both sides, horizontal earthquake influence power is effectively passed on main structure body, avoid and
Reducing pipeline is influenced by seismic force and fracture and stent system unstability occurs and fall, so that crane span structure antidetonation suspension and support can
Cut down horizontal earthquake influence power in the influence power of pipeline direction of travel vertical plane, mitigates eaerthquake damage, takes precautions against secondary disaster, simultaneously
Casualties is avoided, and avoids and reduce economic loss.
Further, as depicted in figs. 1 and 2, the elongated end of supporting beam 4 is equipped with hinge 5, and the upper end of vertical beam 1 is connected with hexagonal
Connector 7, hinge 5 and hexagonal connector 7 are connected by rear base expanding and base expanding anchor bolt 6 with building concrete structural member 20 respectively, that is, are passed through
Vertical beam 1 and supporting beam 4 are connected to building concrete structural member by the cooperation of base expanding and base expanding anchor bolt 6 and building concrete structural member 20 afterwards
20 bottom surface, rear base expanding and base expanding anchor bolt 6 have mechanical lock bonding effect, can ensure vertical beam 1, supporting beam 4 and building concrete structural member
The reliability connected between 20.
Further, vertical beam 1 is all made of the molding C-type steel of 2.5mmQ235 plank cold rollings and is made, and is provided at least on vertical beam 1
Two spaced V words are put more energy into device 8, and two adjacent V words are put more energy into and being smaller than between device 8 or are equal to
350mm reinforces the use intensity of vertical beam 1 by V words device 8 of putting more energy into, further improves crane span structure antidetonation suspension and support when in use
Stability.
Further, crossbeam 2 is the C-shaped channel steel equipped with dorsal pore, and C-shaped channel steel has good use intensity, and dorsal pore can
Mitigate the weight of crossbeam 2, so that the lighter in weight of crane span structure antidetonation suspension and support entirety, the both ends of crossbeam 2 are connected separately with slot
The setting of steel end cap 9, channel steel end cap 9 can avoid the both ends of crossbeam 2 from scratching staff, and can be risen to the end of crossbeam 2
To protective effect.
Preferably, crossbeam 2 is made of the molding C-type steel of 2.5mmQ235 plank cold rollings.
It is different from the embodiment described above in the another embodiment of the utility model, as shown in Figure 3 and Figure 4,
Crane span structure antidetonation suspension and support further includes two spaced Auxiliary support beams 10, and one end of Auxiliary support beam 10 connects with crossbeam 2, auxiliary
It helps the other end of supporting beam 10 to be inclined outwardly and extends upwardly to building concrete structural member；Preferably, Auxiliary support beam 10 prolongs
Stretch that end is concordant with the top of vertical beam 1, the inclined direction of two Auxiliary support beams 10 is different from the inclined direction of two supporting beams 4；It is more excellent
Selection of land, the plane where Auxiliary support beam 10 is perpendicular to the plane where supporting beam 4, in such manner, it is possible to which crane span structure antidetonation is effectively ensured
The reliability connected between suspension and support and building concrete structural member 20.
The assembling process of the crane span structure antidetonation suspension and support of the utility model is illustrated below in conjunction with the accompanying drawings：
As shown in figures 1 and 3, the lower end of two vertical beams 1 is bolted to the both ends formation U-shaped framework of crossbeam 2 respectively,
And two vertical beams 1 is made to be arranged in parallel, and in the outer volume packet square gasket 21 of the joint of vertical beam 1 and crossbeam 2 setting, in two vertical beams 1
Upper end is separately connected hexagonal connector 7, and rear base expanding and base expanding anchor bolt 6 is connected on hexagonal connector 7；Again by the lower end of two supporting beams 4 point
The both ends of crossbeam 2 are not connected to by hinge 5, and so that two supporting beams 4 is inclined outwardly respectively and upwardly extends, and two supporting beams 4
Upper end is concordant with the upper end of two vertical beams 1, while making substantially 45 ° of angle between supporting beam 4 and vertical beam 1, in two supporting beams 4
Upper end is separately connected hinge 5, and rear base expanding and base expanding anchor bolt 6 is connected on the hinge 5, finally, crane span structure limiter 3 is arranged on crossbeam 2, will
Two Auxiliary support beams 10 interval is connected on crossbeam 2, and makes the inclined direction of two Auxiliary support beams 10 and inclining for two supporting beams 4
Tilted direction is different, preferably the plane where Auxiliary support beam 10 perpendicular to the plane where supporting beam 4 so far, you can it is substantially complete
At the assembling of crane span structure antidetonation suspension and support.
Wherein, the C-shaped channel steel of 1500mm length can be used in vertical beam 1.
It should be noted that above-mentioned assembling process is in no particular order, it is fastenedly connected by hex bolts between each component, so that
Crane span structure antidetonation suspension and support welding is obtained, so that simple convenience of the installation of crane span structure antidetonation suspension and support, and convenient for according to difference
Needs be adjusted.
In conclusion crane span structure antidetonation suspension and support provided by the utility model, being connected with two vertical beams by crossbeam, it is U-shaped to be formed
Frame, and two supporting beams of two vertical beam both sides are connected to, horizontal earthquake influence power is effectively passed on main structure body, is kept away
Exempt from and reduce pipeline by seismic force influenced and occur fracture and stent system unstability fall so that crane span structure antidetonation suspension and support
Horizontal earthquake influence power can be cut down in the influence power of pipeline direction of travel vertical plane, mitigate eaerthquake damage, take precautions against secondary disaster,
Casualties is avoided simultaneously, and avoids and reduce economic loss；
Crane span structure antidetonation suspension and support provided by the utility model, by rear base expanding and base expanding anchor bolts in building concrete structural member
Bottom surface, rear base expanding and base expanding anchor bolt have mechanical lock bonding effect, can ensure to connect between vertical beam, supporting beam and building concrete structural member
Reliability；
Crane span structure antidetonation suspension and support provided by the utility model, each component are bolted connection, welding, installation side
Just, it and is conveniently adjusted.
The above descriptions are merely exemplary embodiments of the present utility model, is not limited to the model of the utility model
It encloses.Any those skilled in the art, it is made etc. under the premise of not departing from the design and principle of the utility model
With variation and modification, the range of the utility model protection should all be belonged to.
Claims (10)
1. a kind of crane span structure antidetonation suspension and support, is connected to the bottom surface of building concrete structural member, which is characterized in that the crane span structure is anti-
Shaking suspension and support includes：
Two are arranged in parallel and at interval vertical beam, and the two perpendicular depths of beam are equal；
The both ends of crossbeam, the crossbeam are connected to form U-shaped framework with two vertical beams respectively, and the crossbeam is limited equipped with crane span structure
Position device；
Two supporting beams, two supporting beams are connected to the both ends of the crossbeam, and two supporting beams are inclined outwardly respectively
Extend upwardly to building concrete structural member.
2. crane span structure antidetonation suspension and support according to claim 1, which is characterized in that
The elongated end of the supporting beam is connected with the hinge for connecting the building concrete structural member.
3. crane span structure antidetonation suspension and support according to claim 2, which is characterized in that
The hinge is connected by rear base expanding and base expanding anchor bolt with the building concrete structural member.
4. crane span structure antidetonation suspension and support according to claim 1, which is characterized in that
The upper end of the vertical beam is connected with the hexagonal connector for connecting the building concrete structural member.
5. crane span structure antidetonation suspension and support according to claim 4, which is characterized in that
The hexagonal connector is connected by rear base expanding and base expanding anchor bolt with the building concrete structural member.
6. crane span structure antidetonation suspension and support according to claim 1, which is characterized in that
The vertical beam is C-shaped channel steel,
It is provided at least two spaced V words on the vertical beam to put more energy into device, and two adjacent V words are put more energy between device
Be smaller than or be equal to 350mm.
7. crane span structure antidetonation suspension and support according to claim 1, which is characterized in that
The crossbeam is the C-shaped channel steel equipped with dorsal pore, and the both ends of the crossbeam are connected with channel steel end cap.
8. crane span structure antidetonation suspension and support according to claim 1, which is characterized in that
Angle between the supporting beam and the vertical beam of described crossbeam the same side is 30 ° to 60 °.
9. crane span structure antidetonation suspension and support according to claim 8, which is characterized in that
Angle between the supporting beam and the vertical beam of described crossbeam the same side is 45 °.
10. crane span structure antidetonation suspension and support according to any one of claim 1 to 9, which is characterized in that
The crane span structure antidetonation suspension and support further includes two spaced Auxiliary support beams, one end of the Auxiliary support beam with it is described
Crossbeam connects, and the other end of the Auxiliary support beam, which is inclined outwardly, extends upwardly to building concrete structural member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721722760.9U CN207728795U (en) | 2017-12-12 | 2017-12-12 | Crane span structure antidetonation suspension and support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721722760.9U CN207728795U (en) | 2017-12-12 | 2017-12-12 | Crane span structure antidetonation suspension and support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207728795U true CN207728795U (en) | 2018-08-14 |
Family
ID=63098212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721722760.9U Expired - Fee Related CN207728795U (en) | 2017-12-12 | 2017-12-12 | Crane span structure antidetonation suspension and support |
Country Status (1)
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|---|---|
| CN (1) | CN207728795U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109167310A (en) * | 2018-11-22 | 2019-01-08 | 常州信息职业技术学院 | The split type easily assembling antidetonation suspension and support of cable testing bridge |
| CN109193506A (en) * | 2018-11-23 | 2019-01-11 | 常州信息职业技术学院 | A kind of multilayer split installation gantry for cable antidetonation suspension and support |
| CN109274048A (en) * | 2018-11-23 | 2019-01-25 | 常州信息职业技术学院 | A kind of laterally attached frame for cable testing bridge suspension and support |
| CN109307578A (en) * | 2018-11-06 | 2019-02-05 | 厦门理工学院 | A kind of calibration fixture of suspension and support anti-seismic performance detection device |
| CN109494646A (en) * | 2018-11-22 | 2019-03-19 | 常州信息职业技术学院 | A kind of antidetonation suspension and support for cable testing bridge installation |
| CN109578699A (en) * | 2018-11-26 | 2019-04-05 | 成都新力紧科技有限公司 | The electromechanical installation hanger system of building |
| CN110416933A (en) * | 2019-07-17 | 2019-11-05 | 上海柘歆科技集团有限公司 | A kind of vertical para-seismic support in gantry side |
| CN111193229A (en) * | 2020-01-08 | 2020-05-22 | 邓婧 | Steel construction crane span structure for construction |
| CN115031083A (en) * | 2022-06-29 | 2022-09-09 | 纳图电气(江苏)有限公司 | High altitude is with antidetonation gallows with anti-drop hinders people function |
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2017
- 2017-12-12 CN CN201721722760.9U patent/CN207728795U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109307578A (en) * | 2018-11-06 | 2019-02-05 | 厦门理工学院 | A kind of calibration fixture of suspension and support anti-seismic performance detection device |
| CN109307578B (en) * | 2018-11-06 | 2024-04-16 | 厦门理工学院 | Calibration fixture of support and hanger anti-seismic performance detection equipment |
| CN109167310B (en) * | 2018-11-22 | 2020-06-09 | 常州信息职业技术学院 | Split type easy-to-assemble and disassemble anti-seismic support hanger for cable bridge |
| CN109494646A (en) * | 2018-11-22 | 2019-03-19 | 常州信息职业技术学院 | A kind of antidetonation suspension and support for cable testing bridge installation |
| CN109167310A (en) * | 2018-11-22 | 2019-01-08 | 常州信息职业技术学院 | The split type easily assembling antidetonation suspension and support of cable testing bridge |
| CN109274048A (en) * | 2018-11-23 | 2019-01-25 | 常州信息职业技术学院 | A kind of laterally attached frame for cable testing bridge suspension and support |
| CN109274048B (en) * | 2018-11-23 | 2020-04-28 | 常州信息职业技术学院 | Lateral connecting frame for cable bridge support hanger |
| CN109193506A (en) * | 2018-11-23 | 2019-01-11 | 常州信息职业技术学院 | A kind of multilayer split installation gantry for cable antidetonation suspension and support |
| CN109578699A (en) * | 2018-11-26 | 2019-04-05 | 成都新力紧科技有限公司 | The electromechanical installation hanger system of building |
| CN110416933A (en) * | 2019-07-17 | 2019-11-05 | 上海柘歆科技集团有限公司 | A kind of vertical para-seismic support in gantry side |
| CN110416933B (en) * | 2019-07-17 | 2021-07-06 | 上海柘歆科技集团有限公司 | Anti-seismic support is indulged to crane span structure side |
| CN111193229A (en) * | 2020-01-08 | 2020-05-22 | 邓婧 | Steel construction crane span structure for construction |
| CN115031083A (en) * | 2022-06-29 | 2022-09-09 | 纳图电气(江苏)有限公司 | High altitude is with antidetonation gallows with anti-drop hinders people function |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180814 Termination date: 20191212 |