CN208280155U - A kind of steel trestle infrastructure structure for resisting the impact of flood discharge torrent speed - Google Patents
A kind of steel trestle infrastructure structure for resisting the impact of flood discharge torrent speed Download PDFInfo
- Publication number
- CN208280155U CN208280155U CN201820780754.7U CN201820780754U CN208280155U CN 208280155 U CN208280155 U CN 208280155U CN 201820780754 U CN201820780754 U CN 201820780754U CN 208280155 U CN208280155 U CN 208280155U
- Authority
- CN
- China
- Prior art keywords
- fashioned iron
- tubular pole
- iron tubular
- steel
- trestle
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model discloses a kind of steel trestle infrastructure structures of resistance flood discharge torrent speed impact, including indulging bridge to spaced apart steel-pipe pile, the steel-pipe pile includes the I fashioned iron tubular pole and II fashioned iron tubular pole of successively interlaced arrangement, and the diameter of the I fashioned iron tubular pole is greater than the diameter of II fashioned iron tubular pole；The downward inserting piling of base opening of the I fashioned iron tubular pole extends in rock, is perfused with anti-anchor concrete in the I fashioned iron tubular pole in rock；The base opening inserting piling of the II fashioned iron tubular pole is to scar.The utility model has the advantage of quick constructions, operating environment is good, capital investment is few, steel trestle infrastructure after construction is stablized, and can resist the impact of torrent speed water flow in short-term, I fashioned iron tubular pole being relatively large in diameter is as strong stake, the lesser II fashioned iron tubular pole of diameter is as weak stake, by force, weak stake arranged for interval, had not only met the stress needs of trestle under prevailing state, but also can guarantee the safety of reservoir spillway trestle at present；Guarantee that the infrastructure design of steel trestle is more reasonable, economical.
Description
Technical field
The utility model relates to bridge foundation construction technologies, more particularly, to a kind of steel stack of resistance flood discharge torrent speed impact
Bridge infrastructure structure.
Background technique
In water during bridge foundation construction, logical two sides are generally drawn by the way of setting up steel trestle, form work waterborne
Industry channel, it is current for Material Transportation and construction equipment.Due to steel-pipe pile inserting piling simple process, structure stress is strong the advantages that
It is usually used in steel trestle infrastructure in water.If but in the construction of mining under reservoir region, riverbed washes away lower no weakness in reservoir spillway
Coating, surface layer are mostly gravel, cobble, under when being rock stratum condition, the infrastructure of trestle all uses inserting piling formula in water
The shortcomings that steel-pipe pile is that valid bonding length is short, is impacted vulnerable to flood discharge torrent speed in short-term, and steel trestle overall stability is caused to be deteriorated,
Unstability is in turn resulted in the negative consequences such as to collapse；And it is connected reinforced concrete drilling stake under steel-pipe pile and then needs to make in large area water
Industry, not only long construction period, and marine equipment and goods and materials investment are more, personnel's operation safety risk height.
Summary of the invention
That the purpose of this utility model is to provide a kind of speed of applications is fast, less investment, stability are good and to resist flood discharge anxious
The steel trestle infrastructure structure of flow velocity impact.
To achieve the above object, the utility model can take following technical proposals:
The steel trestle infrastructure structure described in the utility model for resisting the impact of flood discharge torrent speed, including bridge is indulged to interval
The steel-pipe pile of arrangement, the steel-pipe pile include the I fashioned iron tubular pole and II fashioned iron tubular pole of successively interlaced arrangement, the I fashioned iron tubular pole
Diameter be greater than II fashioned iron tubular pole diameter；The downward inserting piling of base opening of the I fashioned iron tubular pole extends in rock, is located in rock
I fashioned iron tubular pole in be perfused with anti-anchor concrete；The base opening inserting piling of the II fashioned iron tubular pole is to scar.
I fashioned iron tubular pole direction across bridge arranged for interval two is provided with hood type connection system between two I fashioned iron tubular poles；
II fashioned iron tubular pole direction across bridge arranged for interval three is provided with hood type connection system between adjacent two II fashioned iron tubular poles.
Perfusion depth >=5 meter of the anti-anchor concrete.
The diameter of the I fashioned iron tubular pole is 920mm, and the diameter of the II fashioned iron tubular pole is 426mm.
The base opening of the II fashioned iron tubular pole is provided with pile top.
The utility model has the advantage of quick constructions, and operating environment is good, and capital investment is few, the steel trestle lower part after construction
Base fixed can resist the impact of torrent speed water flow in short-term, and I fashioned iron tubular pole being relatively large in diameter is as strong stake, diameter lesser II
For fashioned iron tubular pole as weak stake, strong, weak stake arranged for interval had not only met the stress needs of trestle under prevailing state, but also can guarantee reservoir
The safety of flood discharge trestle at present；Guarantee that the infrastructure design of steel trestle is more reasonable, economical.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is Fig. 1 A-A to cutaway view Amplified image.
Fig. 3 is Fig. 1 B-B direction cutaway view Amplified image.
Specific embodiment
As shown in Figure 1, the steel trestle infrastructure structure described in the utility model for resisting the impact of flood discharge torrent speed, including
Along the vertical I fashioned iron tubular pole 1 that is relatively large in diameter and diameter lesser II fashioned iron tubular pole 2 of the bridge to successively interlaced arrangement, it is contemplated that safety
Factor, under normal circumstances, the diameter of I fashioned iron tubular pole 1 select 920mm, and the diameter of II fashioned iron tubular pole 2 selects 426mm, can make in this way
The vertical bearing capacity of bridge is by I, II fashioned iron tubular pole (strong and weak stake) shared, and the horizontal force that flow force generates is then by I fashioned iron
The strong stake of tubular pole 1() it undertakes.When construction, the base opening of I fashioned iron tubular pole 1 passes through the downward inserting piling of boulder bed 3 and extends at least five in rock 4
Meter, at least 5 meters of the perfusion depth of the anti-anti- anchor concrete 5 of anchor concrete 5(is perfused in the I fashioned iron tubular pole in rock)；Ⅱ
The base opening of fashioned iron tubular pole 2 is provided with pile top 6,6 inserting piling of pile top to scar；Due to being relatively large in diameter for I fashioned iron tubular pole 1, direction across bridge
Arranged for interval two, it is 1.1 that hood type connection is provided between two I fashioned iron tubular poles 1, as shown in Figure 2；II shape steel tube
2 diameters of stake are smaller, and direction across bridge needs arranged for interval three, and hood type company is again provided between adjacent two II fashioned iron tubular poles 2
Connecing is 2.1, as shown in Figure 3.
Construct steel trestle when, first by crawler crane erect-position in constructed bridge floor or on the bank beach using outstanding play to I type
Steel-pipe pile 1 and II fashioned iron tubular pole 2 carry out inserting piling, and the lesser II fashioned iron tubular pole 2 of diameter passes through boulder bed 3 by the pile top 6 of base opening
The top surface for reaching rock 4, it is fluted in the top opening setting of II fashioned iron tubular pole 2, for the insertion of distribution beam, distribution beam and trestle master
Beam is closely connected, and installing hood type connection between II fashioned iron tubular pole 2 of adjacent direction across bridge later is 2.1；I fashioned iron tubular pole, 1 base opening is inserted
It beats to behind the top surface of rock 4, first welds interim bracket to two sides along bridge, then put distribution beam and trestle girder is closely connected, later
Trestle girder top surface is laid with assembled steel floorings, but I fashioned iron tubular pole, 1 top side location is not laid with assembled steel floorings, when to
Assembled trestle girder is more than the I shape steel tube row of piles of the row away from greater than the assembled behind two holes, near the I fashioned iron tubular pole 1 of row
Percussive drill is set on steel bridge deck, using I fashioned iron tubular pole 1 do casing carry out hole milling and with proceeding to designed elevation in rock stratum 4, cut
Except interim bracket, above moves to designed elevation position and weld formal bracket with tubular pole again, adopted between distribution beam and trestle girder
Closely knit with steel plate pad, cutting I fashioned iron tubular pole, 1 top opening is concordant with trestle girder, fills inside I fashioned iron tubular pole, 1 lower end later
Anti- anchor concrete 5 forms anti-anchoring pile, and it is 1.1 that hood type connection is finally installed between adjacent I fashioned iron tubular pole 1 of direction across bridge, completes
All constructions.
Claims (5)
1. a kind of steel trestle infrastructure structure for resisting the impact of flood discharge torrent speed, including vertical bridge is to spaced apart steel-pipe pile,
It is characterized by: the steel-pipe pile includes the I fashioned iron tubular pole and II fashioned iron tubular pole of successively interlaced arrangement, the I fashioned iron tubular pole
Diameter is greater than the diameter of II fashioned iron tubular pole；The downward inserting piling of base opening of the I fashioned iron tubular pole extends in rock, in rock
Anti- anchor concrete is perfused in I fashioned iron tubular pole；The base opening inserting piling of the II fashioned iron tubular pole is to scar.
2. the steel trestle infrastructure structure according to claim 1 for resisting the impact of flood discharge torrent speed, it is characterised in that: institute
I fashioned iron tubular pole direction across bridge arranged for interval two is stated, hood type connection system is provided between two I fashioned iron tubular poles；II fashioned iron
Tubular pole direction across bridge arranged for interval three is provided with hood type connection system between adjacent two II fashioned iron tubular poles.
3. the steel trestle infrastructure structure according to claim 1 for resisting the impact of flood discharge torrent speed, it is characterised in that: institute
State perfusion depth >=5 meter of anti-anchor concrete.
4. the steel trestle infrastructure structure according to claim 1 for resisting the impact of flood discharge torrent speed, it is characterised in that: institute
The diameter for stating I fashioned iron tubular pole is 920mm, and the diameter of the II fashioned iron tubular pole is 426mm.
5. the steel trestle infrastructure structure according to claim 1 for resisting the impact of flood discharge torrent speed, it is characterised in that: institute
The base opening for stating II fashioned iron tubular pole is provided with pile top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820780754.7U CN208280155U (en) | 2018-05-24 | 2018-05-24 | A kind of steel trestle infrastructure structure for resisting the impact of flood discharge torrent speed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820780754.7U CN208280155U (en) | 2018-05-24 | 2018-05-24 | A kind of steel trestle infrastructure structure for resisting the impact of flood discharge torrent speed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208280155U true CN208280155U (en) | 2018-12-25 |
Family
ID=64730719
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820780754.7U Active CN208280155U (en) | 2018-05-24 | 2018-05-24 | A kind of steel trestle infrastructure structure for resisting the impact of flood discharge torrent speed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208280155U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109930474A (en) * | 2019-04-04 | 2019-06-25 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for pile foundation type trestle and barrel type basis |
| CN110055895A (en) * | 2019-03-20 | 2019-07-26 | 广州市第二市政工程有限公司 | A kind of economical and practical steel trestle construction method |
| CN118375046A (en) * | 2024-01-15 | 2024-07-23 | 保利长大工程有限公司 | Construction method of inclined rock foundation trestle and drilling platform |
-
2018
- 2018-05-24 CN CN201820780754.7U patent/CN208280155U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110055895A (en) * | 2019-03-20 | 2019-07-26 | 广州市第二市政工程有限公司 | A kind of economical and practical steel trestle construction method |
| CN110055895B (en) * | 2019-03-20 | 2020-08-18 | 广州市第二市政工程有限公司 | Economical and practical steel trestle construction method |
| CN109930474A (en) * | 2019-04-04 | 2019-06-25 | 中交第三航务工程勘察设计院有限公司 | A kind of connected structure for pile foundation type trestle and barrel type basis |
| CN118375046A (en) * | 2024-01-15 | 2024-07-23 | 保利长大工程有限公司 | Construction method of inclined rock foundation trestle and drilling platform |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107700366B (en) | Deep water high-block bridge degree the bridge construction naked rock river bed trestle of hard stone and construction method | |
| CN104404861A (en) | Steel trestle provided with steel anchor pile and construction method of steel trestle | |
| CN108708284B (en) | A kind of steel trestle construction method for resisting flood discharge bed scour | |
| CN208280155U (en) | A kind of steel trestle infrastructure structure for resisting the impact of flood discharge torrent speed | |
| CN103306289A (en) | Foundation pit piled anchor dado concrete anchor cable top beam structure and construction method thereof | |
| CN105064397A (en) | Open excavation construction method for expanding excavation of station on metro interzone shield tunnel foundation | |
| CN105003272A (en) | Reversed construction method for expanding and excavating stations on sectional shield tunnel foundations of subways | |
| CN201250407Y (en) | Embedded steel wale | |
| CN105089670B (en) | Construction method for enlarging and excavating subway station on basis of parallel interval shield tunnel | |
| CN106759376A (en) | Anchored Sheet Pile Wall for Excavation system and its construction method for closing on existing underground structure | |
| CN110499772A (en) | A kind of rock matter riverbed double-layer plate pile cofferdam construction method | |
| CN109457709A (en) | A kind of supporting construction and construction method of double-row pile combination wide-angle anchor cable | |
| CN205975658U (en) | Steel platform tower crane foundation | |
| CN106498957A (en) | Steel sheet pile cofferdam construction platform and integral construction method | |
| CN207878458U (en) | Interim steel trestle with resistance to plucking auxiliary pile | |
| CN106088120A (en) | Construction method is transferred in a kind of cofferdam | |
| CN207452738U (en) | The deep water high-block bridge degree bridge construction naked rock river bed trestle of hard stone | |
| CN107938685A (en) | A kind of new diagonal brace composite support device | |
| CN207525758U (en) | A kind of reinforced Structure About Soldier Pile | |
| CN100473787C (en) | Connecting structure for use in piled anchor supporting system and construction method thereof | |
| CN106758759A (en) | A kind of trestle pile foundation and its anchoring process for deep water drift net riverbed | |
| CN206784393U (en) | T-piece and underground pipe gallery foundation pit support system | |
| CN109577322A (en) | A kind of constructing device for inside soil body existing pile foundation pile extension | |
| CN108103922A (en) | It is a kind of to cross water suspension bridge construction method for the big amount of increase river of high flow rate | |
| CN210104765U (en) | High and large retaining structure of soft geological side slope |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |