CN206052522U - A kind of steelframe channel platform - Google Patents
A kind of steelframe channel platform Download PDFInfo
- Publication number
- CN206052522U CN206052522U CN201620957471.6U CN201620957471U CN206052522U CN 206052522 U CN206052522 U CN 206052522U CN 201620957471 U CN201620957471 U CN 201620957471U CN 206052522 U CN206052522 U CN 206052522U
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- China
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- steel
- pipe pile
- steelframe
- precast pier
- channel platform
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Abstract
The utility model discloses a kind of steelframe channel platform, including the precast pier steel-pipe pile and the crossstructure being arranged at the top of precast pier steel-pipe pile that are connected in basement rock, the precast pier steel-pipe pile bottom shape and surface of bedrock mating shapes.This utility model is suitable for exposed bedrock region steel trestle, operation platform, bridge strengthening construction etc. rivers.This utility model has quick construction and simple advantage, and without using heavy mechanical equipment, construction cost is low, high capacity, and useful life longevity is strong, the equipment such as large-scale crane of wheeled on floorings, to construct to bridge etc..
Description
Technical field
This utility model is related to a kind of operation platform frame, and in particular to a kind of steelframe channel platform.
Background technology
Steelframe channel platform is more to be set up in waterborne as operation platform, is the structure commonly used in over-water construction, and which need to meet applies
The current of workman person and relatively large construction equipment, operation etc. require, therefore the stability to the structure, life requirement are higher.
And in river, as washing away for a long time for river often leads to that river bed coating is less or intectate, exposed bedrock outside and
Scar is precipitous, and this geological conditions can cause steel-pipe pile injection difficulty big, and socket length is not enough, makes whole platform stabilization drop
It is low.
Utility model content
For technical problem present in prior art, the purpose of this utility model is：A kind of steelframe channel platform is provided.
The purpose of this utility model is achieved through the following technical solutions：A kind of steelframe channel platform, including being connected in basement rock
Precast pier steel-pipe pile and the crossstructure being arranged at the top of precast pier steel-pipe pile, the precast pier steel-pipe pile bottom
Shape and surface of bedrock mating shapes.
Preferably, the crossstructure includes steel-pipe pile Crossing brace, distribution beam, longitudinal load-carrying members, bearing beam and bridge floor
Each precast pier steel-pipe pile is coupled together by plate, steel-pipe pile Crossing brace, and bearing beam is installed at the top of precast pier steel-pipe pile, is longitudinally held
Weight structure is arranged in distribution beam, and bearing beam is installed at the top of longitudinal load-carrying members, and floorings are arranged on bearing beam.
Preferably, longitudinal load-carrying members include Bailey bracket Crossing brace and two groups of Bailey brackets, two groups of Bailey bracket difference
Longitudinally disposed, two groups of Bailey brackets are coupled together by Bailey bracket Crossing brace, and Bailey bracket is arranged in distribution beam, and bearing beam is installed on Bei Lei
Top of the trellis.
Preferably, also including rubber sheet gasket, rubber sheet gasket is arranged between Bailey bracket and distribution beam.
Preferably, I-steel is additionally provided with, I-steel is arranged between bearing beam and floorings.
Preferably, also including guardrail, guardrail is arranged on floorings both sides and is fixed on bearing beam.
Preferably, also including lateral bar, two strut bottoms of steel-pipe pile Crossing brace are coupled together and are fixed to by lateral bar
On precast pier steel-pipe pile.
Preferably, also including I-steel connection sheet, two groups of Bailey bracket upper and lower ends are fixed by I-steel connection sheet respectively
To on bearing beam and distribution beam.
Preferably, a diameter of 600mm-850mm of the precast pier steel-pipe pile, thickness is 7mm-15mm.
Preferably, precast pier steel-pipe pile insertion basement rock 2m-3.5m.
This utility model is had the following advantages relative to prior art and effect：
1st, this utility model is suitable for exposed bedrock region steel trestle, operation platform, bridge strengthening construction etc. rivers.This
Utility model has quick construction and simple advantage, and without using heavy mechanical equipment, construction cost is low, and high capacity makes
Strong, the equipment such as large-scale crane of wheeled on floorings, to construct to bridge etc. with durability.This utility model is applied to water
Bottom cladding layer is less or intectate riverbed region, additionally, this utility model is also applied for the thicker region of coating, it is seen that
This utility model can be widely used in each orographic condition.
Description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the enlarged drawing in A portions in Fig. 1.
Specific embodiment
This utility model is described in further detail with reference to embodiment and accompanying drawing, but enforcement of the present utility model
Mode not limited to this.
Embodiment one：
A kind of steelframe channel platform, including the precast pier steel-pipe pile 2 being connected in basement rock 1 and is arranged at precast pier steel
Crossstructure at the top of pile tube, the precast pier steel-pipe pile bottom shape and surface of bedrock mating shapes.
Preferably, the crossstructure includes steel-pipe pile Crossing brace 3, distribution beam 4, longitudinal load-carrying members, bearing beam 5 and bridge
Each precast pier steel-pipe pile is coupled together by panel 13, steel-pipe pile Crossing brace, and bearing beam is installed at the top of precast pier steel-pipe pile, is indulged
It is arranged in distribution beam to load-carrying members, bearing beam is installed at the top of longitudinal load-carrying members, and floorings are arranged on bearing beam.
Preferably, longitudinal load-carrying members include Bailey bracket Crossing brace 6 and two groups of Bailey brackets 7, two groups of Bailey brackets point
Not longitudinally disposed, two groups of Bailey brackets are coupled together by Bailey bracket Crossing brace, and Bailey bracket is arranged in distribution beam, and bearing beam is installed on shellfish
Thunder top of the trellis.
Preferably, I-steel 8 is additionally provided with, I-steel is arranged between bearing beam and floorings.
Preferably, also including guardrail 9, guardrail is arranged on floorings both sides and is fixed on bearing beam.
Preferably, also including lateral bar 10, two strut bottoms of steel-pipe pile Crossing brace are coupled together and are fixed by lateral bar
To on precast pier steel-pipe pile.
Preferably, also including I-steel connection sheet 11, two groups of Bailey bracket upper and lower ends are solid by I-steel connection sheet respectively
Determine on bearing beam and distribution beam.
Preferably, a diameter of 600mm-850mm of the precast pier steel-pipe pile, thickness is 7mm-15mm.
Preferably, precast pier steel-pipe pile insertion basement rock 2m-3.5m.
Preferably, also including rubber sheet gasket 12, rubber sheet gasket is arranged between Bailey bracket and distribution beam.
The course of work of the present utility model and operation principle：By undersea detection before construction, according to river bed scar shape
Precast pier steel-pipe pile bottom is cut with tendency, precast pier steel-pipe pile bottom shape is made with surface of bedrock shape phase
Match somebody with somebody so that precast pier steel-pipe pile bottom can fit with surface of bedrock, then precast pier steel-pipe pile inserted in basement rock again,
Due to precast pier steel-pipe pile bottom shape and surface of bedrock mating shapes, therefore, precast pier steel-pipe pile is being inserted into base
When in rock, precast pier steel-pipe pile lateral displacement can be avoided, so as to reduce difficulty of construction, improve precast pier steel-pipe pile insertion base
Degree of accuracy in rock, reduction are done over again probability, and efficiency of construction is high, can be widely applied to less coating, scar big rise and fall and steep
In the different riverbed region of high and steep degree.
Above-described embodiment is this utility model preferably embodiment, but embodiment of the present utility model is not by above-mentioned
The restriction of embodiment, it is other it is any without departing from the change made under spirit of the present utility model and principle, modify, replace
Generation, combination, simplification, should be equivalent substitute mode, are included within protection domain of the present utility model.
Claims (10)
1. a kind of steelframe channel platform, it is characterised in that：Including the precast pier steel-pipe pile being connected in basement rock and it is arranged at pre-
Crossstructure at the top of bridge pier steel-pipe pile processed, the precast pier steel-pipe pile bottom shape and surface of bedrock mating shapes.
2. steelframe channel platform according to claim 1, it is characterised in that：The crossstructure include steel-pipe pile Crossing brace,
Each precast pier steel-pipe pile is coupled together, is padded by distribution beam, longitudinal load-carrying members, bearing beam and floorings, steel-pipe pile Crossing brace
Beam is installed at the top of precast pier steel-pipe pile, and longitudinal load-carrying members are arranged in distribution beam, and bearing beam is installed on longitudinal load-carrying members
Top, floorings are arranged on bearing beam.
3. steelframe channel platform according to claim 2, it is characterised in that：Longitudinal load-carrying members include that Bailey bracket is sheared
Support and two groups of Bailey brackets, two groups of Bailey bracket difference are longitudinally disposed, and two groups of Bailey brackets are coupled together by Bailey bracket Crossing brace, Bei Lei
Erection is placed in distribution beam, and bearing beam is installed at the top of Bailey bracket.
4. steelframe channel platform according to claim 3, it is characterised in that：Also include rubber sheet gasket, rubber sheet gasket is arranged at
Between Bailey bracket and distribution beam.
5. steelframe channel platform according to claim 2, it is characterised in that：I-steel is additionally provided with, I-steel is arranged at pad
Between beam and floorings.
6. steelframe channel platform according to claim 2, it is characterised in that：Also include guardrail, guardrail is arranged on floorings two
Side and it is fixed on bearing beam.
7. steelframe channel platform according to claim 2, it is characterised in that：Also include lateral bar, steel-pipe pile is cut by lateral bar
The two strut bottoms for supporting couple together and are fixed on precast pier steel-pipe pile.
8. steelframe channel platform according to claim 3, it is characterised in that：Also include I-steel connection sheet, two groups of Bailey brackets
Upper and lower ends are fixed on bearing beam and distribution beam by I-steel connection sheet respectively.
9. steelframe channel platform according to claim 1, it is characterised in that：The a diameter of 600mm- of the precast pier steel-pipe pile
850mm, thickness are 7mm-15mm.
10. steelframe channel platform according to claim 1, it is characterised in that：Precast pier steel-pipe pile inserts basement rock 2m-
3.5m。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620957471.6U CN206052522U (en) | 2016-08-26 | 2016-08-26 | A kind of steelframe channel platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620957471.6U CN206052522U (en) | 2016-08-26 | 2016-08-26 | A kind of steelframe channel platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052522U true CN206052522U (en) | 2017-03-29 |
Family
ID=58383288
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620957471.6U Active CN206052522U (en) | 2016-08-26 | 2016-08-26 | A kind of steelframe channel platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052522U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193587A (en) * | 2017-12-30 | 2018-06-22 | 贵阳铝镁设计研究院有限公司 | A kind of device of aluminium alloy assembled trestle and preparation method thereof |
| CN110016868A (en) * | 2019-04-16 | 2019-07-16 | 中国铁建大桥工程局集团有限公司 | A kind of steel trestle platform damping and de-noising method |
| CN111335171A (en) * | 2020-03-13 | 2020-06-26 | 山东省公路桥梁建设有限公司 | Construction method of steel trestle |
-
2016
- 2016-08-26 CN CN201620957471.6U patent/CN206052522U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193587A (en) * | 2017-12-30 | 2018-06-22 | 贵阳铝镁设计研究院有限公司 | A kind of device of aluminium alloy assembled trestle and preparation method thereof |
| CN108193587B (en) * | 2017-12-30 | 2023-10-03 | 贵阳铝镁设计研究院有限公司 | Device of aluminum alloy assembled trestle and manufacturing method thereof |
| CN110016868A (en) * | 2019-04-16 | 2019-07-16 | 中国铁建大桥工程局集团有限公司 | A kind of steel trestle platform damping and de-noising method |
| CN111335171A (en) * | 2020-03-13 | 2020-06-26 | 山东省公路桥梁建设有限公司 | Construction method of steel trestle |
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