CN204186132U - A kind of large span ridge paulin - Google Patents

A kind of large span ridge paulin Download PDF

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Publication number
CN204186132U
CN204186132U CN201420619159.7U CN201420619159U CN204186132U CN 204186132 U CN204186132 U CN 204186132U CN 201420619159 U CN201420619159 U CN 201420619159U CN 204186132 U CN204186132 U CN 204186132U
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CN
China
Prior art keywords
cant beam
main
crossbeam
ridge
large span
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420619159.7U
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Chinese (zh)
Inventor
尹良
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHENZHEN SHUTE TENT Co Ltd
Original Assignee
SHENZHEN SHUTE TENT Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SHENZHEN SHUTE TENT Co Ltd filed Critical SHENZHEN SHUTE TENT Co Ltd
Priority to CN201420619159.7U priority Critical patent/CN204186132U/en
Application granted granted Critical
Publication of CN204186132U publication Critical patent/CN204186132U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A kind of large span ridge paulin, comprise a chassis body, chassis body top is provided with a crossbeam, be respectively equipped with a column below beam-end, crossbeam both sides are provided with the uniform main cant beam of some spacing, are provided with some lateral columns below the main cant beam being positioned at beam-end both sides, some lateral columns take column as axle center, be provided with some bracing pieces between two symmetrical lateral columns, be also provided with some tie-beams between adjacent main cant beam, the lower end of each main cant beam is provided with a main load-bearing pillar.The utility model by being provided with some lateral columns below the main cant beam of crossbeam both side ends, do not need to arrange in the inside of chassis body other support columns for support frame main body, can the stability of reinforced frame main body, increase the utilization rate in tent inside space, provide a more comfort to user.Meanwhile, the distance of shaft centers between the symmetrical two main load-bearing pillars in column both sides is more than or equal to 50 meters, further increases the span of tent, expands the usage space of tent.

Description

A kind of large span ridge paulin
Technical field
The utility model belongs to tent field, particularly relates to a kind of large span ridge paulin.
Background technology
Tent is a kind of portable equipment, tent of a great variety, is mainly used in field work, tourism, the anti-dangerous disaster relief, military etc.At present, the Tent frame main body of selling on the market is complicated, has a lot of support column, and less more than the large span tent of 30 meters of spans, and the erection step of the tent of great majority 30 meters of spans is more, installs loaded down with trivial details.Particularly in particular cases many, tent needs to hold more people, but owing to setting up complexity, cause tent inside to have a lot of space to be occupied by load-bearing pillar or column, the space availability ratio of tent also reduces thereupon.
Utility model content
The purpose of this utility model is to overcome above-mentioned the deficiencies in the prior art, provides a kind of simple to operate, large span ridge paulin that space availability ratio is larger.
The utility model realizes like this, a kind of large span ridge paulin, comprise a chassis body, described chassis body top is provided with a crossbeam, a column is respectively equipped with below described beam-end, described crossbeam both sides are provided with the uniform main cant beam of some spacing, some lateral columns are provided with below the main cant beam being positioned at described beam-end both sides, some described lateral columns with described column for axle center, and be symmetrical set, some bracing pieces are provided with between two symmetrical described lateral columns, some tie-beams are also provided with between adjacent described main cant beam, the lower end of each described main cant beam is provided with a main load-bearing pillar.
Further, described main cant beam comprises one first cant beam, one second cant beam and one the 3rd cant beam that set gradually from top to bottom.
Further, between the first cant beam of described crossbeam both side ends, be provided with one first bumper, described first bumper is connected to the stage casing of described first cant beam.
Further, described 3rd cant beam lower end connect described main load-bearing pillar and described 3rd cant beam between be provided with one second bumper.
Particularly, described main cant beam inside is hollow-core construction.
Further, be positioned at symmetrical two first cant beam upper ends, described crossbeam both sides and be fixedly connected with by a ridge connector, it is inner that described ridge connector is positioned at described main cant beam.
Further, between the 3rd cant beam of described beam-end both sides, be also provided with one horizontally suspend pipe, described in horizontally suspend pipe parallel with described first bumper.
Particularly, 50 meters are more than or equal in the axle center spacing described in described column both sides symmetrical two between main load-bearing pillar, axle center spacing between described crossbeam two adjacent described main load-bearing pillars is along its length more than or equal to 5 meters, and the length of described crossbeam is more than or equal to 80 meters.
The beneficial effects of the utility model are: by being provided with some lateral columns below the main cant beam of crossbeam both side ends, do not need to arrange in the inside of chassis body other support columns for support frame main body, can the stability of reinforced frame main body, and erection step less, install more for convenience, thus increase the utilization rate in tent inside space, provide a more comfort to user.
Meanwhile, the distance of shaft centers in the utility model between the symmetrical two main load-bearing pillars in column both sides is more than or equal to 50 meters, further increases the span of tent, expands the usage space of tent inside.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical solution of the utility model, be briefly described to the accompanying drawing used required in embodiment below, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is a kind of large span ridge paulin side diagram that the utility model embodiment provides.
Fig. 2 is a kind of large span ridge paulin schematic internal view that the utility model embodiment provides.
Fig. 3 is the stereogram of a kind of large span ridge paulin that the utility model embodiment provides.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described.
As shown in Fig. 1 ~ Fig. 3, a kind of large span ridge paulin that the utility model embodiment provides, comprise a chassis body 100 and tent cloth (not shown), chassis body 100 can be steel work.Chassis body 100 top is provided with a crossbeam 110, and the length of crossbeam is more than or equal to 80 meters, and usage space is comparatively large, and understandably, the size of crossbeam 110 also can set according to actual conditions; A column 120 is respectively equipped with below crossbeam 110 end.
Crossbeam 110 both sides are provided with the uniform main cant beam 130 of some spacing, main cant beam 130 inside is hollow-core construction, main cant beam 130 comprises one first cant beam 131,1 second cant beam 132 that sets gradually from top to bottom and one the 3rd cant beam 133, first cant beam 131 is connected with a cant beam connector 134 respectively with between the second cant beam 132 and between the second cant beam 132 with the 3rd cant beam 133.The two ends of cant beam connector 134 insert the first cant beam 131 lower end, the second cant beam 132 upper end, the second cant beam 132 lower end and inside, the 3rd cant beam 133 upper end respectively, and are locked by locking members such as screws, improve reliability of structure.Particularly, first cant beam 131, second cant beam 132 and the 3rd cant beam 133 can according to concrete actual conditions, during design can length not etc., one ridge connector 135 is set being positioned at symmetrical two first cant beam 131 upper ends, crossbeam 110 both sides, because main cant beam 130 inside is hollow-core construction, so ridge connector 135 is also positioned at main cant beam 130 inside simultaneously, thus cant beam 130 is made to form herringbone.Further, the stage casing that one first bumper 136, first bumper 136 is connected to the first cant beam 131 is provided with, certainly between the first cant beam 131 of crossbeam 110 both side ends, understandably, the first bumper 136 can be connected to the optional position of the first cant beam 131.Meanwhile, be also provided with one and horizontally suspend pipe 137 between the 3rd cant beam 133 of two main cant beam 130 bottoms of crossbeam 110 both side ends, it is parallel with the first bumper 136 to horizontally suspend pipe 137.Be provided with some tie-beams 140 between adjacent main cant beam 130, some tie-beams 140 are parallel to each other.Wherein, some lateral columns 150 are provided with below the main cant beam 130 being positioned at crossbeam 110 both side ends, some lateral columns 150 with column 120 for axle center, and be symmetrical set, further, between two symmetrical lateral columns 150, be provided with some bracing pieces 151, some bracing pieces 151 are parallel to each other, in addition, some bracing pieces 151 are also parallel with horizontally suspending pipe 137 with the first bumper 136 respectively, thus can strengthen stability and the reliability of whole chassis body 100.
The lower end of main cant beam 130 is provided with main load-bearing pillar 160, particularly, finish up with the 3rd cant beam 133 lower end and connect in main load-bearing pillar 160 upper end, and each main load-bearing pillar 160 is connected by a securing member (not shown) with each 3rd cant beam 133, securing member effectively can fix main load-bearing pillar 160, in order to avoid main load-bearing pillar 160 is subjected to displacement, causes and cave in, cause unnecessary danger.Further, one second bumper 161 is provided with between the main load-bearing pillar 160 and the 3rd cant beam 133 of the connection of the lower end of the 3rd cant beam 133, second bumper 161 improves the stability of whole chassis body 100, and the second bumper 161 and securing member serve the effect of Dual Stabilization to chassis body 100.The height of main load-bearing pillar 160 is more than or equal to 4.06 meters, and certainly, understandably, the size of main load-bearing pillar 160 also can design according to concrete service condition, meets the diversified demand of people.In addition, a fixed mount 162 can be set up between crossbeam 110 two adjacent main load-bearing pillars 160 along its length, fixed mount 162 is made up of the fixed strip 1621 that two connect adjacent main load-bearing pillar 160 diagonal angle, in actual use, people according to the needs of actual conditions, can decide number and the position of fixed mount 162 installation.Particularly; distance of shaft centers between the symmetrical two main load-bearing pillars 160 in column 120 both sides is more than or equal to 50 meters; distance of shaft centers between crossbeam 110 two adjacent main load-bearing pillars 160 is along its length more than or equal to 5 meters; certainly; understandably; distance of shaft centers also can be set to other suitable numerical value, all belongs to protection domain of the present utility model.
Further, each column 120, each main load-bearing pillar 160 and each lateral column 150 bottom are equipped with a pedestal 170, pedestal 170 offer installing hole (not shown), accurately can fix further with ground.
In sum, the utility model by being provided with some lateral columns 150 below the main cant beam 130 of crossbeam 110 both side ends, do not need to arrange in the inside of chassis body 100 other support columns for support frame main body, can the stability of reinforced frame main body 100, and erection step less, install more for convenience, thus increase the utilization rate in tent inside space, provide a more comfort to user.
Meanwhile, the distance of shaft centers in the utility model between the symmetrical two main load-bearing pillars 160 in column 120 both sides is more than or equal to 50 meters, further increases the span of tent, expands the usage space of tent inside.
The above is preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications are also considered as protection domain of the present utility model.

Claims (8)

1. a large span ridge paulin, comprise a chassis body, it is characterized in that, described chassis body top is provided with a crossbeam, a column is respectively equipped with below described beam-end, described crossbeam both sides are provided with the uniform main cant beam of some spacing, some lateral columns are provided with below the main cant beam being positioned at described beam-end both sides, some described lateral columns with described column for axle center, and be symmetrical set, be provided with some bracing pieces between two symmetrical described lateral columns, be also provided with some tie-beams between adjacent described main cant beam, the lower end of each described main cant beam is provided with a main load-bearing pillar.
2. a kind of large span ridge paulin according to claim 1, is characterized in that, described main cant beam comprises one first cant beam, one second cant beam and one the 3rd cant beam that set gradually from top to bottom.
3. a kind of large span ridge paulin according to claim 2, is characterized in that, between the first cant beam of described crossbeam both side ends, be provided with one first bumper, described first bumper is connected to the stage casing of described first cant beam.
4. a kind of large span ridge paulin according to claim 2, is characterized in that, is provided with one second bumper between the described main load-bearing pillar of the lower end connection of described 3rd cant beam and described 3rd cant beam.
5. a kind of large span ridge paulin according to claim 1, is characterized in that, described main cant beam inside is hollow-core construction.
6. a kind of large span ridge paulin according to claim 2, is characterized in that, is positioned at symmetrical two first cant beam upper ends, described crossbeam both sides and is fixedly connected with by a ridge connector, and it is inner that described ridge connector is positioned at described main cant beam.
7. a kind of large span ridge paulin according to claim 3, is characterized in that, is also provided with one and horizontally suspends pipe between the 3rd cant beam of described beam-end both sides, described in horizontally suspend pipe parallel with described first bumper.
8. a kind of large span ridge paulin according to claim 1, it is characterized in that, 50 meters are more than or equal in the axle center spacing described in described column both sides symmetrical two between main load-bearing pillar, axle center spacing between described crossbeam two adjacent described main load-bearing pillars is along its length more than or equal to 5 meters, and the length of described crossbeam is more than or equal to 80 meters.
CN201420619159.7U 2014-10-24 2014-10-24 A kind of large span ridge paulin Expired - Fee Related CN204186132U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420619159.7U CN204186132U (en) 2014-10-24 2014-10-24 A kind of large span ridge paulin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420619159.7U CN204186132U (en) 2014-10-24 2014-10-24 A kind of large span ridge paulin

Publications (1)

Publication Number Publication Date
CN204186132U true CN204186132U (en) 2015-03-04

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Application Number Title Priority Date Filing Date
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107687285A (en) * 2017-09-28 2018-02-13 佛山市顺德区多彩棠帐篷有限公司 A kind of paulin room structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107687285A (en) * 2017-09-28 2018-02-13 佛山市顺德区多彩棠帐篷有限公司 A kind of paulin room structure

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Date Code Title Description
C14 Grant of patent or utility model
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: 20150304

Termination date: 20171024