CN202936735U - Steel tower bridge location mounting equipment and turnover sliding system thereof - Google Patents
Steel tower bridge location mounting equipment and turnover sliding system thereof Download PDFInfo
- Publication number
- CN202936735U CN202936735U CN 201220598608 CN201220598608U CN202936735U CN 202936735 U CN202936735 U CN 202936735U CN 201220598608 CN201220598608 CN 201220598608 CN 201220598608 U CN201220598608 U CN 201220598608U CN 202936735 U CN202936735 U CN 202936735U
- Authority
- CN
- China
- Prior art keywords
- tower
- sliding system
- head tower
- steel tower
- bridge location
- 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 - Lifetime
Links
Images
Landscapes
- Ship Loading And Unloading (AREA)
Abstract
The utility model provides steel tower bridge location mounting equipment and a turnover sliding system thereof. The steel tower bridge location mounting equipment comprises: a slide rail arranged on a transportation ship; a turnover sliding system arranged on the slide rail, wherein a base slides along the slideway and a rollover stand is mounted at the bottom of the steel tower; and a fixed tower crane for hoisting the top of the steel tower so that the steel tower moves horizontally towards the center line of the tower and rotates about a turnover supporting shaft to be in the vertical state. The steel tower bridge location mounting equipment is high in safety, low in cost, easy to operate and high in speed.
Description
Technical field
The utility model relates to a kind of head tower bridge location erection equipment and stands up sliding system.
Background technology
Along with the development of steel bridge technology, for shortening Potential Working Time For Operation At Sea, improve the operation work efficiency, guarantee workmanship and structure durability, steel bridge is made and is maximized, batch production is adopted by the owner increasingly, thereby bridge location is installed and proposed requirements at the higher level.In prior art, usually adopt large-scale floating crane to install, but large-scale floating crane mounting method cost is high, and affected by environment large, high, the low precision of operation easier during installation, has a big risk, the duration can't guarantee.
The utility model content
The technical problems to be solved in the utility model is to provide a kind of head tower bridge location erection equipment and stands up sliding system, has high safe, low-cost, easy to operate, fireballing advantage.
For solving the problems of the technologies described above, the utility model provides a kind of sliding system of standing up, and comprising:
Base;
Overturning support, be fixed on described base;
Roll over stand, be arranged on described overturning support, and described roll over stand rotates around the turning-over support axle.
The utility model also provides a kind of head tower bridge location erection equipment, comprising:
Slideway, be arranged on cargo ship;
The above-mentioned sliding system of standing up, be arranged on described slideway, and described base slides along described slideway, and described roll over stand is arranged on the head tower bottom;
Fixing tower crane, the top of the described head tower of slinging, make described head tower move horizontally and turn to vertical state around the turning-over support axle to the tower centerline in conjunction with the volume machine travel.
According to an embodiment of the present utility model, described head tower bridge location erection equipment also comprises: hoist engine, be arranged on described cargo ship, and described head tower is stood up to sliding system and drawn.
Compared with prior art, the utlity model has following advantage:
In the utility model embodiment, head tower is arranged on and stands up on sliding system, adopt fixedly tower crane and hoist engine traction head tower, by slip and the rotation of standing up sliding system, head tower is holded up to be installed, this technical scheme applicability is strong, safe, reliable, easy to operate, speed is fast, and be subject to the impact of ambient conditions less, and the duration is secure, and cost is low.
The accompanying drawing explanation
Fig. 1 is the overall construction drawing of the head tower bridge location erection equipment of the utility model embodiment;
Fig. 2 is the sectional drawing of Fig. 1 along the A-A direction;
Fig. 3 is the general structure front view that stands up sliding system of the utility model embodiment;
Fig. 4 is the lateral view that stands up sliding system of the utility model embodiment;
Fig. 5 is the structural representation of the base that stands up sliding system of the utility model embodiment;
Fig. 6 is the front view of the overturning support that stands up sliding system of the utility model embodiment;
Fig. 7 is the lateral view of the overturning support that stands up sliding system of the utility model embodiment;
Fig. 8 is the sectional view of Fig. 6 along the A-A direction;
Fig. 9 is the sectional view of Fig. 6 along the B-B direction;
Figure 10 is the sectional view of Fig. 6 along the C-C direction;
Figure 11 is the front view of the roll over stand that stands up sliding system of the utility model embodiment;
Figure 12 is the lateral view of the roll over stand that stands up sliding system of the utility model embodiment;
Figure 13 is the front view of the slideway of the utility model embodiment;
Figure 14 is the top view of the slideway of the utility model embodiment;
Figure 15 be Figure 13 along A to lateral view.
The specific embodiment
Below in conjunction with specific embodiments and the drawings, the utility model is described in further detail, but should not limit protection domain of the present utility model with this.
With reference to figure 1 and Fig. 2, the head tower bridge location erection equipment of the present embodiment comprises slideway 11, stands up sliding system 12, fixedly tower crane 13, hoist engine 14.
Wherein, slideway 11 is arranged on cargo ship 10.The concrete structure of slideway 11 please refer to shown in Figure 13 to Figure 15.
Stand up sliding system 12 and be arranged on slideway 11, can slide along slideway 11.In addition, stand up sliding system 12 also for head tower 20 is holded up.
Fixing tower crane 13 top of head tower 20 of slinging, in conjunction with the volume machine travel, head tower 20 is moved horizontally to default tower centerline, and turning to vertical state around the turning-over support axle, after head tower 20 is vertical, fixedly tower crane 13 can be mounted to it on column foot seat quickly and accurately.
Hoist engine 14 is arranged on cargo ship 10, can stand up sliding system 12 to head tower and be drawn.
With reference to figure 3 and Fig. 4, in the present embodiment, stand up sliding system and can comprise base 21, overturning support 22 and roll over stand 23.
Wherein, base 21 is arranged on slideway, and its concrete structure please refer to Fig. 5.
Overturning support 22 is fixed on base 21, and its concrete structure please refer to Fig. 6 to Figure 10.
Roll over stand 23 is arranged on overturning support 22, can rotate around the turning-over support axle, and its concrete structure please refer to Figure 11 and Figure 12.In use, roll over stand 23 can be arranged on the bottom of head tower 20.
In conjunction with Fig. 1 and Fig. 3, when the equipment that uses the present embodiment carries out the head tower installation, can at first base 21 be placed on slideway 11, slide into 11 and set in advance on cargo ship 10; Again overturning support 22 is fixed on base 21; In addition roll over stand 23 is fixed on to the base position of head tower 20, after completing, the roll over stand 23 of subsidiary head tower 20 is installed on overturning support 22.
After cargo ship 10 arrives at bridge location, fixing tower crane 13 upper end of head tower 20 of slinging, sliding system is stood up in hoist engine 14 tractions simultaneously, makes head tower 20 move horizontally and be rotated centered by the turning-over support axle to the tower centerline, until vertical state; After head tower 20 is vertical, fixedly tower crane 13 is quick by it, accurately installs on the column foot seat.
Adopt the head tower bridge location erection equipment of the present embodiment, head tower is kept flat and is placed on cargo ship, adopt fixedly tower crane, hoist engine traction, by standing up sliding system, it is holded up and installs.At first overturning support is installed on base, and its integral body is placed on slideway, again roll over stand is installed on to the head tower bottom, afterwards the roll over stand of subsidiary head tower is installed on turnover bracket, drive by hoist engine, the fixed tower head tower top of slinging, make head tower move horizontally and be rotated centered by the turning-over support axle to the tower centerline, until vertical state, after head tower is vertical, fixedly tower crane is quick by it, accurately installs on the column foot seat.
The characteristics such as it is strong that the technical scheme of the present embodiment has applicability, safe, reliable, and easy to operate, speed is fast, and ambient conditions is little on its impact, and the duration is secure, and cost is low.
Although the utility model with preferred embodiment openly as above; but it is not for limiting the utility model; any those skilled in the art are not within breaking away from spirit and scope of the present utility model; can make possible change and modification, the scope that therefore protection domain of the present utility model should be defined with the utility model claim is as the criterion.
Claims (3)
1. one kind is stood up sliding system, it is characterized in that, comprising:
Base;
Overturning support, be fixed on described base;
Roll over stand, be arranged on described overturning support, and described roll over stand rotates around the turning-over support axle.
2. a head tower bridge location erection equipment, is characterized in that, comprising:
Slideway, be arranged on cargo ship;
The sliding system of standing up claimed in claim 1, be arranged on described slideway, and described base slides along described slideway, and described roll over stand is arranged on the head tower bottom;
Fixing tower crane, the top of the described head tower of slinging, make described head tower move horizontally and turn to vertical state around the turning-over support axle to the tower centerline in conjunction with the volume machine travel.
3. head tower bridge location erection equipment according to claim 2, is characterized in that, also comprises:
Hoist engine, be arranged on described cargo ship, described head tower stood up to sliding system and drawn.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220598608 CN202936735U (en) | 2012-11-14 | 2012-11-14 | Steel tower bridge location mounting equipment and turnover sliding system thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220598608 CN202936735U (en) | 2012-11-14 | 2012-11-14 | Steel tower bridge location mounting equipment and turnover sliding system thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202936735U true CN202936735U (en) | 2013-05-15 |
Family
ID=48320981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220598608 Expired - Lifetime CN202936735U (en) | 2012-11-14 | 2012-11-14 | Steel tower bridge location mounting equipment and turnover sliding system thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202936735U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452045A (en) * | 2013-07-22 | 2013-12-18 | 武船重型工程股份有限公司 | Lossless steel bridge manufacturing process |
| CN105019364A (en) * | 2015-08-04 | 2015-11-04 | 武船重型工程股份有限公司 | Method for slipping and vertically swinging steel tower |
| CN105155416A (en) * | 2015-08-04 | 2015-12-16 | 武船重型工程股份有限公司 | Integral slippage and vertical rotation device for steel pylon |
| CN106351125A (en) * | 2016-09-30 | 2017-01-25 | 武船重型工程股份有限公司 | Method for integrally overturning steel rope tower |
| CN110318341A (en) * | 2019-07-02 | 2019-10-11 | 武船重型工程股份有限公司 | A kind of turning-over working method |
-
2012
- 2012-11-14 CN CN 201220598608 patent/CN202936735U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452045A (en) * | 2013-07-22 | 2013-12-18 | 武船重型工程股份有限公司 | Lossless steel bridge manufacturing process |
| CN105019364A (en) * | 2015-08-04 | 2015-11-04 | 武船重型工程股份有限公司 | Method for slipping and vertically swinging steel tower |
| CN105155416A (en) * | 2015-08-04 | 2015-12-16 | 武船重型工程股份有限公司 | Integral slippage and vertical rotation device for steel pylon |
| CN106351125A (en) * | 2016-09-30 | 2017-01-25 | 武船重型工程股份有限公司 | Method for integrally overturning steel rope tower |
| CN110318341A (en) * | 2019-07-02 | 2019-10-11 | 武船重型工程股份有限公司 | A kind of turning-over working method |
| CN110318341B (en) * | 2019-07-02 | 2021-01-19 | 武船重型工程股份有限公司 | Turnover operation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202936735U (en) | Steel tower bridge location mounting equipment and turnover sliding system thereof | |
| CN202140051U (en) | Novel injection head overturn device | |
| CN102862919A (en) | Vehicle-mounted tower crane | |
| CN204663094U (en) | A kind of leveling style peripheral drive formula vehicle slewing equipment machine | |
| CN206188254U (en) | Mobile lifting bracket for building bridge | |
| CN202169482U (en) | Six-degree-of-freedom (6-DOF) butt-joint platform for assembling radar antennas | |
| CN202645014U (en) | Concrete pump truck | |
| CN202440231U (en) | Gantry crane lifting hook device | |
| CN205187775U (en) | Hydraulic support installation fork truck is with rotatory lift platform | |
| CN203959748U (en) | A kind of rail roadway stakcer crane with Combined guide wheels | |
| CN203358810U (en) | Inland river ship mast horizontal inversion device | |
| CN102616706B (en) | Self-propelled aerial work platform automatic horizontal system | |
| CN201330513Y (en) | Mobile garage | |
| CN107487724A (en) | A kind of the large-scale floating crane arm support erecting device and installation method of non-loop wheel machine auxiliary | |
| CN202465117U (en) | Suspending arm of crane | |
| CN202429891U (en) | Crane hook device | |
| CN202465196U (en) | Tunnel stacker crane | |
| CN202829498U (en) | Hydraulic jacking device | |
| CN202575751U (en) | Portal crane | |
| CN202913360U (en) | Bridge floor rotary hoisting device | |
| CN207973419U (en) | A kind of hoisting machine for assembled steel support dismounting | |
| CN201835231U (en) | Mobile rotating four-corner stable water pressure ejecting bridging device | |
| CN203740836U (en) | Multifunctional combined cradle for wire-rope cage guide | |
| CN203358809U (en) | Inland river ship mast rotary locking device | |
| CN205294719U (en) | High controllable automobile -used automatic jacking device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130515 |
|
| CX01 | Expiry of patent term |