CN208167484U - The steel construction overline bridge being easily installed - Google Patents
The steel construction overline bridge being easily installed Download PDFInfo
- Publication number
- CN208167484U CN208167484U CN201820422853.8U CN201820422853U CN208167484U CN 208167484 U CN208167484 U CN 208167484U CN 201820422853 U CN201820422853 U CN 201820422853U CN 208167484 U CN208167484 U CN 208167484U
- Authority
- CN
- China
- Prior art keywords
- steel
- bridge
- parameters
- sliding block
- hinged
- 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
Abstract
The utility model belongs to the technical field of bridge structure, specifically disclose a kind of steel construction overline bridge being easily installed, including bridge, bridge includes identical first framework of four groups of structures, the first framework of every two constitutes a carrier unit, two the first frameworks in each carrier unit are oppositely arranged, two carrier units are arranged side by side in parallel, first framework includes Parameters of Bridge Steel Under, hang drawing steel, ladder steel and diagonal brace steel, the first sliding block and the second sliding block are slidably connected on Parameters of Bridge Steel Under, it is hinged in the middle part of the middle part of diagonal brace steel and Parameters of Bridge Steel Under, one end of ladder steel and one end of diagonal brace steel are hinged, the other end of ladder steel and the first sliding block are hinged, it hangs and draws one end of steel and the other end of diagonal brace steel hinged, it hangs and draws the other end of steel and the second sliding block hinged；It is equipped with floorings between the Parameters of Bridge Steel Under of two carrier units, is equipped with stepped plate between the ladder steel of two carrier units.The purpose of this utility model is that being easily installed overpass.
Description
Technical field
The utility model belongs to the technical field of the bridge structure of civil engineering, specifically discloses a kind of steel being easily installed
Structure overline bridge.
Background technique
Overpass is indispensable architectural construction in urban construction, it can solve the traffic problems that people's vehicle mixes row.It is existing
Somebody's row overline bridge is steel and concrete structure mostly, when construction take time it is more, occupy path resource, so building overpass
When, the traffic at this is extremely inconvenient, brings detrimental effect for the trip of people.Steel construction is from heavy and light, anti-seismic performance is good, construction
Conveniently, consumptive material is few, expense is low, so needing a kind of steel construction overline bridge being easily installed now.
Utility model content
The purpose of this utility model is to provide a kind of steel construction overline bridges being easily installed.
In order to achieve the above object, the base case of the utility model is：The steel construction overline bridge being easily installed, including bridge
Beam, the bridge include identical first framework of four groups of structures, and the first framework of every two constitutes a carrier unit, each bracket
Two the first frameworks in unit are oppositely arranged, and two carrier units are arranged side by side in parallel, and first framework includes bridge steel
Material hangs and draws steel, ladder steel and diagonal brace steel, slidably connects the first sliding block and the second sliding block, institute on the Parameters of Bridge Steel Under
It states and is hinged in the middle part of the middle part and Parameters of Bridge Steel Under of diagonal brace steel, one end of the ladder steel and one end of diagonal brace steel are cut with scissors
It connects, the other end of ladder steel and the first sliding block are hinged, and described hang draws one end of steel and the other end of diagonal brace steel hinged, hang
Draw the other end and the second sliding block of steel hinged；Floorings, two bracket lists are equipped between the Parameters of Bridge Steel Under of two carrier units
Stepped plate is equipped between element orders ladder steel.
The working principle of this base case is：In the present solution, only need to be by the first sliding block and the second sliding block to Parameters of Bridge Steel Under
Draw close, then Parameters of Bridge Steel Under, diagonal brace steel, hang to draw and be able to maintain substantially parallel between steel and ladder steel, be readily transported.It needs
When building overline bridge, four the first frameworks are grouped two-by-two, and make to be oppositely arranged to form two carrier units with the first framework organized,
Two carrier units be arranged in parallel on the ground, using lifting equipment by diagonal brace steel with hang draw the hinged one end of steel to
On lift, diagonal brace steel can be moved up gradually at this time and its angle between Parameters of Bridge Steel Under becomes larger, diagonal brace steel
After hanging the hinged one end of steel is drawn be lifted upwards, hangs and draw steel lifting and under the effect of gravity gradually vertically upwards therewith, the
Two sliding blocks are mobile to the end of diagonal brace steel therewith, and final second sliding block can be moved to the top of bridge pier and be propped up by bridge pier
Support.Meanwhile ladder steel being jacked up using devices such as hydraulic cylinders and keep its inclination angled, the first sliding block also can be at this time
Movement.One end on four Parameters of Bridge Steel Under close to the second sliding block is detachably connected two-by-two again, every two bridge steel
Material can be combined into the bridge of a completion.Floorings can be routed to after finally all steel are set up two it is complete
At bridge on form bridge floor, while stepped plate being laid on two ladder steel and forms ladder.
The beneficial effect of this base case is：1. this programme Bridge steel, ladder steel, ladder steel and diagonal brace steel
Material can be not necessarily to in-site installation to be directly taken construction site after pre-assembled, so the part work of site operation can be with
It is completed elsewhere, without occupying public path resource for a long time.2. in the prior art, set up overline bridge when be typically all by
Under gradually the component of overline bridge is put up to upper, in the present solution, set up overline bridge when, only two carrier units need to be placed into ground
On face, and it is located at corresponding position, is lifted diagonal brace steel upwards using hoisting machinery, reusing the equipment such as hydraulic cylinder will
Ladder steel jack-up can complete setting up for overline bridge main frame.Follow-up work is to be connected activity using the mode of welding mostly
The place connect welds.The overpass built using this programme, construction-time is short, and the time for occupying path resource is big
Big reduction.3. structure is more in the present solution, two Parameters of Bridge Steel Under are triangular in shape between two diagonal brace steel after linking together
Stablize, and hang and draw steel and the second sliding block and diagonal brace steel hinged, the second sliding block is supported by bridge pier, draws steel can so hanging
Play the role of supporting bridge steel and diagonal brace steel, further increases the stability of overline bridge structure.
Preferred embodiment one：As the preferred of basic scheme, the Parameters of Bridge Steel Under is equipped with several first threaded holes, and described the
The second threaded hole corresponding with the first threaded hole, the first threaded hole and the second threaded hole are equipped on one sliding block and the second sliding block
In be equipped with the first bolt and the first nut.After hanging drawing steel holding plumbness, ladder steel holding heeling condition, by first
Bolt is inserted into the first threaded hole and the second threaded hole, is reused nut and is fixed, so that the first sliding block and the second sliding block
It is fixed respectively with Parameters of Bridge Steel Under, guarantees the stability of overline bridge structure, and be also convenient for dismantling using the fixed form.
Preferred embodiment two：It further include two crossbeams and two floor stringers as the preferred of basic scheme, crossbeam is arranged two
The end of opposite Parameters of Bridge Steel Under in a carrier unit, the both ends of floor stringer connect with two crossbeams respectively and put down with Parameters of Bridge Steel Under
Row, two floor stringers are located at the 1/5 and 4/5 of crossbeam length.Floor stringer, which is arranged, can share the load-bearing pressure of bridge, improve day
The load-bearing capacity of bridge entirety.
Preferred embodiment three：Preferably two it is preferred, if in the Parameters of Bridge Steel Under close to crossbeam side be equipped with
Dry first protrusion, the length of the first protrusion is identical as the length of Parameters of Bridge Steel Under, and first is raised towards another side of Parameters of Bridge Steel Under
End inclination, tilt angle are 10-25 degree, and the bottom of the floorings is equipped with several recessed with first protrusion matched first
Slot, bottom and the floor stringer of floorings offset.It, only need to be by the first groove of floorings when being laid with floorings using this programme
It is directed at the first protrusion of Parameters of Bridge Steel Under, and floorings are inwardly pushed.The difficulty of carrying can be reduced using this programme, together
When, without fixing all floorings with Parameters of Bridge Steel Under, two pieces of floorings need to will only be welded on Parameters of Bridge Steel Under end to end,
It is time saving and energy saving.
Preferred embodiment four：Preferably three it is preferred, one end of the floorings is equipped with the second protrusion, the other end
Equipped with the second groove with the second male cooperation, it is equipped with tapped through hole on the second protrusion and the second groove, is set in tapped through hole
There are the second bolt and the second nut.Using this programme, it is clamped between two neighboring floorings using the second protrusion and the second groove
Together, it can guarantee the stability of bridge floor, improve its stress condition.
Preferred embodiment five：Preferably four it is preferred, the mode that all hinged places are all made of welding is fixed.Work as overline bridge
Integral frame put up after, all hinged places are welded to the stability that can be improved overline bridge entirety, and need to dismantle day
When bridge, after weld is removed, hinged place can be move freely again, easy to disassemble.
Preferred embodiment six：As the preferred of basic scheme, the Parameters of Bridge Steel Under is equipped with guardrail.Guardrail can guarantee pedestrian
Safety.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for the steel construction overline bridge that embodiment is easily installed；
Fig. 2 is the structural schematic diagram of floorings；
Fig. 3 is the sectional view of floorings and Parameters of Bridge Steel Under.
Specific embodiment
The utility model is described in further detail below by specific embodiment：
Appended drawing reference in Figure of description includes：Parameters of Bridge Steel Under 1, the second sliding block 3, hangs drawing steel 4, is oblique first sliding block 2
Support steel 5, ladder steel 6, stepped plate 7, floorings 8, the first groove 9, the first protrusion 10, the second groove 11, the second protrusion 12.
As shown in Figure 1, the steel construction overline bridge that the present embodiment is easily installed includes bridge, bridge includes that four groups of structures are identical
First framework, the first framework of every two constitute a carrier unit, and two the first frameworks in each carrier unit are oppositely arranged,
Two carrier units are arranged side by side in parallel.First framework includes Parameters of Bridge Steel Under 1, hangs and draw steel 4, ladder steel 6 and diagonal brace steel
5, the first sliding block 2 and the second sliding block 3 are slidably connected on root Parameters of Bridge Steel Under 1, and is equipped on the first sliding block 2 and the second sliding block 3
Two threaded holes, Parameters of Bridge Steel Under 1 be equipped with several first threaded holes, the first sliding block 2 and the second sliding block 3 when moving, the first screw thread
Hole can be aligned with the second threaded hole, and the first bolt and the first nut are equipped in the first threaded hole and the second threaded hole.As Fig. 2,
Shown in Fig. 3, towards setting on one end of inside there are two the first protrusion 10 on every Parameters of Bridge Steel Under 1, the length of the first protrusion 10 with
The length of Parameters of Bridge Steel Under 1 is identical, and the first protrusion 10 is tilted towards the outside of Parameters of Bridge Steel Under 1, and tilt angle is 15 degree.Floorings 8
Bottom set there are four the first groove 9 for being matched with the first protrusion 10, bottom and the floor stringer of floorings 8 offset.Floorings 8
One end be equipped with the second protrusion 12, the other end is equipped with the second groove 11 with 12 cooperation of the second protrusion, the second protrusion 12 and the
It is equipped with tapped through hole on two grooves 11, is equipped with the second bolt and the second nut in tapped through hole.It is leaned on every two Parameters of Bridge Steel Under 1
One end of nearly second sliding block 3 is detachably connected and respectively forms a complete bridge, the two adjacent bridge steels in left and right
Crossbeam is equipped on material 1 between one end of the first sliding block 2, is erected with two floor stringers, two floor stringer positions on two crossbeams
At the 1/5 of crossbeam length and 4/5.Diagonal brace steel 5 and Parameters of Bridge Steel Under 1 are hinged, and steel 4 are drawn with hanging in the upper end of diagonal brace steel 5
Upper end is hinged, hangs and draws the lower end of steel 4 and the second sliding block 3 hinged.The lower end of ladder steel 6 and the lower end of diagonal brace steel 5 are hinged,
The upper end of ladder steel 6 and the first sliding block 2 are hinged.
It is specific first lower pier stud 10 and upper pier stud 9 to be mounted on road when building, then by diagonal brace steel 5, Parameters of Bridge Steel Under 1,
It hangs and steel 4 and ladder steel 6 is drawn to be grouped and be placed on by bridge pier two-by-two, it is using hoisting machinery that the upper end of diagonal brace steel 5 is upward
Lifting, while razor steel being jacked up using equipment such as hydraulic cylinders and keep certain tilt angle.Make adjacent two bridge steels
1 holding of material is horizontal, two bearing steel keep vertical, two the first sliding blocks 2 offset with upper pier stud 9 respectively, then again by diagonal brace
The lower end of steel 5 and the lower end of ladder steel 6 fix on the ground, the upper end of two neighboring diagonal brace steel 5 is welded together,
One end on two neighboring Parameters of Bridge Steel Under 1 close to the second sliding block 3 is detachably connected, using the first bolt and the first nut by the
One sliding block 2 and the second sliding block 3 are fixed on Parameters of Bridge Steel Under 1, and the bridge basic boom of the left and right of overpass two has been built at this time
At.Then, on corresponding two Parameters of Bridge Steel Under 1 at one end welding beam of the first sliding block 2, the 1/5 of crossbeam length and 4/5
Weld two floor stringers；Stepped plate 7 is laid on corresponding two ladder steel 6；First groove 9 of floorings 8 is directed at bridge
First protrusion 10 of joist steel material 1, and floorings 8 are inwardly pushed, the second protrusion 12 of two neighboring floorings 8 is inserted into second
In groove 11, all floorings 8 are fixed to each other after the completion of being laid with using the second bolt and the second nut by all floorings 8, together
When two pieces of floorings 8 will be welded on Parameters of Bridge Steel Under 1 end to end.Finally all hinged places are welded and fixed by the way of spot welding
?.
Above-described is only the embodiments of the present invention, and the common sense such as well known specific structure and characteristic are herein in scheme
It does not describe excessively.It should be pointed out that for those skilled in the art, in the premise for not departing from the utility model structure
Under, several modifications and improvements can also be made, these also should be considered as the protection scope of the utility model, these all will not influence
The effect and patent practicability that the utility model is implemented.
Claims (7)
1. the steel construction overline bridge being easily installed, including bridge, it is characterised in that：The bridge includes four groups of structures identical first
Framework, the first framework of every two constitute a carrier unit, and two the first frameworks in each carrier unit are oppositely arranged, and two
Carrier unit is arranged side by side in parallel, and first framework includes Parameters of Bridge Steel Under, hangs and draw steel, ladder steel and diagonal brace steel, institute
It states and slidably connects the first sliding block and the second sliding block on Parameters of Bridge Steel Under, the middle part of the diagonal brace steel and the middle part phase of Parameters of Bridge Steel Under
Mutually hinged, one end of the ladder steel and one end of diagonal brace steel are hinged, and the other end of ladder steel and the first sliding block are hinged,
Described hang draws one end of steel and the other end of diagonal brace steel hinged, hangs and draws the other end of steel and the second sliding block hinged；Two
It is equipped with floorings between the Parameters of Bridge Steel Under of carrier unit, is equipped with stepped plate between the ladder steel of two carrier units.
2. the steel construction overline bridge according to claim 1 being easily installed, it is characterised in that：If the Parameters of Bridge Steel Under is equipped with
The first threaded hole is done, is equipped with the second threaded hole corresponding with the first threaded hole on first sliding block and the second sliding block, the
The first bolt and the first nut are equipped in one threaded hole and the second threaded hole.
3. the steel construction overline bridge according to claim 1 being easily installed, it is characterised in that：It further include two crossbeams and two
Floor stringer, crossbeam are arranged in the end of Parameters of Bridge Steel Under opposite in two carrier units, the both ends of floor stringer respectively with two cross
Beam connection and it is parallel with Parameters of Bridge Steel Under, two floor stringers are located at the 1/5 and 4/5 of crossbeam length.
4. the steel construction overline bridge according to claim 3 being easily installed, it is characterised in that：Close to horizontal in the Parameters of Bridge Steel Under
The side of beam is equipped with several first protrusions, and the length of the first protrusion is identical as the length of Parameters of Bridge Steel Under, and first is raised towards bridge
Another side of joist steel material tilts, and tilt angle is 10-25 degree, the bottom of the floorings be equipped with it is several with it is described first convex
Matched first groove is played, bottom and the floor stringer of floorings offset.
5. the steel construction overline bridge according to claim 4 being easily installed, it is characterised in that：It is set on one end of the floorings
There is the second protrusion, the other end is equipped with the second groove with the second male cooperation, is equipped with screw thread on the second protrusion and the second groove
Through-hole, tapped through hole is interior to be equipped with the second bolt and the second nut.
6. the steel construction overline bridge according to claim 5 being easily installed, it is characterised in that：All hinged places are all made of welding
Mode fix.
7. the steel construction overline bridge according to claim 1 being easily installed, it is characterised in that：The Parameters of Bridge Steel Under is equipped with shield
Column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820422853.8U CN208167484U (en) | 2018-03-27 | 2018-03-27 | The steel construction overline bridge being easily installed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820422853.8U CN208167484U (en) | 2018-03-27 | 2018-03-27 | The steel construction overline bridge being easily installed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208167484U true CN208167484U (en) | 2018-11-30 |
Family
ID=64374444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820422853.8U Active CN208167484U (en) | 2018-03-27 | 2018-03-27 | The steel construction overline bridge being easily installed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208167484U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316119A (en) * | 2018-03-27 | 2018-07-24 | 遵义路鑫机械有限公司 | The steel construction overline bridge being easily installed |
| CN110670471A (en) * | 2019-10-11 | 2020-01-10 | 黄艳梅 | Reinforced bridge steel structure |
-
2018
- 2018-03-27 CN CN201820422853.8U patent/CN208167484U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316119A (en) * | 2018-03-27 | 2018-07-24 | 遵义路鑫机械有限公司 | The steel construction overline bridge being easily installed |
| CN108316119B (en) * | 2018-03-27 | 2023-08-04 | 遵义路鑫机械有限公司 | Steel construction overpass convenient to installation |
| CN110670471A (en) * | 2019-10-11 | 2020-01-10 | 黄艳梅 | Reinforced bridge steel structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106939707B (en) | A kind of restricted clearance large-scale steel structure supporting platform from method for improving | |
| CN105952133A (en) | Suspended large-span reinforced concrete structure construction steel platform and construction method | |
| CN208167484U (en) | The steel construction overline bridge being easily installed | |
| CN212582721U (en) | Bearing platform of tower crane for vertical tower of top plate of foundation garage | |
| CN203213019U (en) | Cast-in-situ construction bracket system of long cantilever bent cap | |
| CN205369229U (en) | But walking hoisting frame suitable for manual hole digging pile steel reinforcement cage is laid | |
| CN210315224U (en) | High mound turns over mould construction safety passageway system | |
| CN210066504U (en) | Large-span cantilever truss type bent cap support system | |
| CN108316119A (en) | The steel construction overline bridge being easily installed | |
| CN108625292B (en) | Template assembling platform of prefabricated stand column | |
| CN204126297U (en) | A kind of temporary support of steel truss roof | |
| CN215887884U (en) | Be applied to bailey frame steel trestle of deep basal pit construction | |
| CN100497834C (en) | Construction equipment for integral roof-holding highway bridge top structure | |
| CN215101546U (en) | Chinese ancient architecture pavilion maintenance and roof lifting device | |
| CN205711695U (en) | Plate girder truss-like combinative structure construction bridge | |
| CN211473320U (en) | Tool type external hanging rack for corridor | |
| CN211201112U (en) | Sectional steel tower mounted assembly type construction platform | |
| CN114876209A (en) | Steel reinforced beam sectional construction method for limited hoisting | |
| CN112854702A (en) | Large-span silo roof construction platform and erection method | |
| CN210459260U (en) | High pile cap construction platform of encorbelmenting | |
| CN209194354U (en) | High-altitude long-span binder base-supporting shellfish thunder support construction | |
| CN103556577B (en) | Elevation adjusting device for steel truss and method for adjusting elevation of steel truss | |
| CN206846097U (en) | A kind of Men Gangyu frameworks separately-loaded pipeline support structure | |
| CN208267379U (en) | A kind of trapezoidal steel structure support being used to support 24-32m cast-in-situ box girder and adjustable span | |
| CN215167934U (en) | Large-span silo roofing construction platform bottom pillar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |