CN204311344U - A kind of can by the bridge pier of modulus adjustment height - Google Patents

A kind of can by the bridge pier of modulus adjustment height Download PDF

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Publication number
CN204311344U
CN204311344U CN201420753993.5U CN201420753993U CN204311344U CN 204311344 U CN204311344 U CN 204311344U CN 201420753993 U CN201420753993 U CN 201420753993U CN 204311344 U CN204311344 U CN 204311344U
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CN
China
Prior art keywords
rod member
main part
height
bridge pier
pedestal portion
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.)
Active
Application number
CN201420753993.5U
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Chinese (zh)
Inventor
汪立之
梁涛
田仁兰
吴家骅
钱大同
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.)
ZHONGSHAN HIGHWAY STEEL STRUCTURE MANUFACTURE CO Ltd
Original Assignee
ZHONGSHAN HIGHWAY STEEL STRUCTURE MANUFACTURE 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.)
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Publication date
Application filed by ZHONGSHAN HIGHWAY STEEL STRUCTURE MANUFACTURE CO Ltd filed Critical ZHONGSHAN HIGHWAY STEEL STRUCTURE MANUFACTURE CO Ltd
Priority to CN201420753993.5U priority Critical patent/CN204311344U/en
Application granted granted Critical
Publication of CN204311344U publication Critical patent/CN204311344U/en
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Abstract

The utility model discloses a kind of can by the bridge pier of modulus adjustment height, comprise the pedestal portion of fine setting, the main part of coarse adjustment and the top of fine setting, main part is arranged in pedestal portion, top is arranged on main part, described main part comprises the first different rod member of some perpendicular length of putting and the second rod member, described top and pedestal portion all comprise some the first horizontal rod members and the second rod member, and the two ends of this first rod member and the second rod member and sidepiece are provided with through hole for connection.Adopt the utility model of said structure can the adjustment of realization body portion height by the collocation of main part first rod member and the second rod member, by the adjustment regulating horizontal the first rod member in pedestal portion or top and the second rod member number of plies can realize overhead height.The utility model can realize the free adjustment of bridge pier height by the first rod member and the second rod member adopting different size, and structure is simple, practical.

Description

A kind of can by the bridge pier of modulus adjustment height
Technical field
The utility model relate to a kind of can by the bridge pier of modulus adjustment height.
Background technology
In emergency circumstances need fast construction bridge on river or gully at some, adopt the form of first building bridge pier to build bridge sometimes according to site environment; Because site environment is complicated, the height of bridge pier needs constantly to adjust according to site environment, and therefore needing to be equipped with can the bridge pier of free adjustment height.
Utility model content
In order to solve the problem, the utility model provide a kind of can by the bridge pier of modulus adjustment height.
The utility model solves the technical scheme that its technical problem adopts:
A kind of can by the bridge pier of modulus adjustment height, comprise the pedestal portion of fine setting, the main part of coarse adjustment and the top of fine setting, main part is arranged in pedestal portion, top is arranged on main part, described main part comprises the first different rod member of some perpendicular length of putting and the second rod member, described top and pedestal portion all comprise some the first horizontal rod members and the second rod member, and the two ends of this first rod member and the second rod member and sidepiece are provided with through hole for connection.
Long 2 meters of described first rod member, long 3 meters of the second rod member.
The height of described first rod member and the second rod member is 0.25 meter.
Described first rod member and the second rod member all comprise an i iron, and the two ends of i iron are by being all provided with shrouding, and through hole is arranged on shrouding and i iron sidepiece.
The beneficial effects of the utility model are: adopt the utility model of said structure can the adjustment of realization body portion height in units of whole rice by the collocation of main part first rod member and the second rod member, can realize the adjustment of overhead height in units of 0.25 meter by regulating horizontal the first rod member in pedestal portion or top and the second rod member number of plies.The utility model can realize the free adjustment of bridge pier height by the first rod member and the second rod member adopting different size, and structure is simple, practical.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated:
Fig. 1 is schematic diagram of the present utility model.
Detailed description of the invention
With reference to Fig. 1, the utility model be a kind of can by the bridge pier of modulus adjustment height, the top 3 comprising the pedestal portion 1 of foxing, the main part 2 of coarse adjustment and finely tune, main part 2 is arranged in pedestal portion 1, top 3 is arranged on main part 2, main part 2 comprises the first different rod member 4 and the second rod member 5 of some perpendicular length of putting, and top 3 and pedestal portion 1 all comprise some the first horizontal rod member 4 and the second rod members 5, and the two ends of this first rod member 4 and the second rod member 5 and sidepiece are provided with through hole for connection.Long 2 meters of first rod member 4, long 3 meters of the second rod member 5.The height of the first rod member 4 and the second rod member 5 is 0.25 meter.Adopting the utility model of said structure can the adjustment of realization body portion 2 height in units of whole rice by the collocation of main part 2 first rod member 4 and the second rod member 5, the adjustment of top 3 height in units of 0.25 meter can be realized by regulating horizontal the first rod member 4 in pedestal portion or top 3 and second rod member 5 number of plies.The utility model can realize the free adjustment of bridge pier height by the first rod member 4 and the second rod member 5 adopting different size, and structure is simple, practical.
As shown in the figure, the concrete structure of the first rod member 4 and the second rod member 5 can adopt following embodiment, and the first rod member 4 and the second rod member 5 all comprise an i iron, and the two ends of i iron are by being all provided with shrouding, and through hole is arranged on shrouding and i iron sidepiece.First rod member 4 and second rod member 5 of employing said structure are simple, intensity is high, convenient connection.
Above-described embodiment is preferred version of the present utility model, and the utility model also can have other embodiments.Those skilled in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent modification or replacement are all included in the scope set by the application's claim.

Claims (4)

1. one kind can by the bridge pier of modulus adjustment height, it is characterized in that comprising the pedestal portion of fine setting, the main part of coarse adjustment and the top of fine setting, main part is arranged in pedestal portion, top is arranged on main part, described main part comprises the first different rod member of some perpendicular length of putting and the second rod member, described top and pedestal portion all comprise some the first horizontal rod members and the second rod member, and the two ends of this first rod member and the second rod member and sidepiece are provided with through hole for connection.
2. a kind of as described in claim 1 can by the bridge pier of modulus adjustment height, it is characterized in that long 2 meters of described first rod member, long 3 meters of the second rod member.
3. a kind of as described in claim 1 by the bridge pier of modulus adjustment height, can is characterized in that the height of described first rod member and the second rod member is 0.25 meter.
4. a kind of as described in claim 1 by the bridge pier of modulus adjustment height, can is characterized in that described first rod member and the second rod member all comprise an i iron, and the two ends of i iron are by being all provided with shrouding, and through hole is arranged on shrouding and i iron sidepiece.
CN201420753993.5U 2014-12-03 2014-12-03 A kind of can by the bridge pier of modulus adjustment height Active CN204311344U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420753993.5U CN204311344U (en) 2014-12-03 2014-12-03 A kind of can by the bridge pier of modulus adjustment height

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420753993.5U CN204311344U (en) 2014-12-03 2014-12-03 A kind of can by the bridge pier of modulus adjustment height

Publications (1)

Publication Number Publication Date
CN204311344U true CN204311344U (en) 2015-05-06

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420753993.5U Active CN204311344U (en) 2014-12-03 2014-12-03 A kind of can by the bridge pier of modulus adjustment height

Country Status (1)

Country Link
CN (1) CN204311344U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105951585A (en) * 2016-06-20 2016-09-21 中山市公路钢结构制造有限公司 Support structure of integrated steel-framed bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105951585A (en) * 2016-06-20 2016-09-21 中山市公路钢结构制造有限公司 Support structure of integrated steel-framed bridge

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