CN206385466U - A kind of Coping Construction platform - Google Patents
A kind of Coping Construction platform Download PDFInfo
- Publication number
- CN206385466U CN206385466U CN201621482827.1U CN201621482827U CN206385466U CN 206385466 U CN206385466 U CN 206385466U CN 201621482827 U CN201621482827 U CN 201621482827U CN 206385466 U CN206385466 U CN 206385466U
- Authority
- CN
- China
- Prior art keywords
- lifting rope
- support frame
- guide rod
- steel
- construction platform
- 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 - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model is related to a kind of Coping Construction platform, including pin hole, latch, I-steel, flat board, flitch and suspension bracket, the pin hole is opened in the top of pier stud, the latch is interspersed in the pin hole and its two ends stretches out in pier stud along the bearing of trend of bridge, the I-steel is provided with two, two I-steel are parallel to ride upon the latch two ends, the flitch is set up in bearing of trend of between two I-steel and its two ends along bridge and stretched out, the flat board is laid on the flitch, the suspension bracket is arranged on the flat board, the suspension bracket includes support frame and lifting rope, the top of support frame as described above is provided with the first lifting rope guide rod being parallel to each other, second lifting rope guide rod and the 3rd lifting rope guide rod.The engineering time that the utility model can solve existing full hall scaffold is long, and resource consumption is big, human input is big, and cost is high, and potential safety hazard is more, bad adaptability, the problem of lifting object is also very inconvenient.
Description
Technical field
The utility model is related to building engineering construction field, more particularly to a kind of Coping Construction platform.
Background technology
In bridge construction, the conventional construction method that operation platform is built on pier stud mainly uses full hall scaffold, full
Hall scaffold construction is higher to the requirement for bearing capacity of ground, is typically required to base compacting over the ground, running into soft soil foundation will also enter
Row hardening (such as cast concrete floor), more manpower and materials and financial resources will be spent to basement process, handle careless slightly, also
The bulk settling or differential settlement of scaffold are likely to result in, causes bridge to be changed on locus, has a strong impact on
The construction quality of bridge.
When pier stud is higher, it is necessary to which row's foundation width, which is widened lengthening, could more ensure the resistance to overturning of support, this
Sample will can be multiplied because of the quantity of required steel pipe and fastener.Setting up, remove and transporting for full hall scaffold is required to largely
Manpower, the corresponding engineering time can lengthen, and bridge height is higher, and cost is higher, also more more than potential safety hazard;When bridge is in river
When in stream or pool, this kind of method can be harder to meet construction requirement, meanwhile, in riverbed during burst flood, it is unfavorable for flood passage, on foot
Flood of strengthening defences is passed the flood period pressure, inconvenience recycling, is also inconvenient to remove.
The engineering time for building full hall scaffold is long, and resource consumption is big, human input is big, and cost is high, and potential safety hazard is more, fits
Answering property is poor, and lifting object is also very inconvenient.
Utility model content
It is to be solved in the utility model be existing full hall scaffold engineering time it is long, resource consumption is big, human input is big,
Cost is high, and potential safety hazard is more, bad adaptability, lifts the problem of object is also very inconvenient and provides a kind of Coping Construction platform.
In order to solve the above problems, the utility model provides a kind of Coping Construction platform, and the bent cap is on two pier studs
Construction, the Coping Construction platform includes pin hole, latch, I-steel, flitch, flat board and suspension bracket, and the pin hole is opened in
The top of pier stud, the latch is interspersed in the pin hole and bearing of trend of its two ends along bridge stretches out in pier stud, the work
Word steel is provided with two, and two I-steel are parallel to ride upon the latch two ends, and the flitch is set up in two I-shapeds
Bearing of trend of between steel and its two ends along bridge is stretched out, and the flat board is laid on the flitch, and the suspension bracket is arranged on described
On flat board, the suspension bracket includes support frame and lifting rope, the top of support frame as described above be provided be parallel to each other the first lifting rope guide rod,
Second lifting rope guide rod and the 3rd lifting rope guide rod;
When lifting rope is used to lift by crane the object being located on the outside of support frame as described above, described lifting rope one end bypasses the first lifting rope successively
Guide rod, the connection of the 3rd lifting rope guide rod are located at the object on the outside of support frame as described above, and the other end is connected with pulling equipment;
When lifting rope is used to lift by crane the object being located at below support frame as described above, described lifting rope one end bypasses the first lifting rope successively
Guide rod, the connection of the second lifting rope guide rod are located at the object below support frame as described above, and the other end is connected with pulling equipment.
Preferably, the pier stud upper measurement positioned at the lower section of the pin hole is provided with reinforcement.
Preferably, the spacing fastening of fixing muscle is passed through between two I-steel.
Preferably, the pin hole is that the steel pipe at the top of pier stud is embedded in when bridge pier column is constructed.
Preferably, the lap-joint of the latch and the I-steel is provided with chock.
Preferably, the top both sides of support frame as described above are respectively equipped with swing pipe telescopic arm, and the 3rd lifting rope is oriented to
Bar is connected between the swing pipe telescopic arm.
Preferably, the middle part both sides of support frame as described above are respectively equipped with horizontal extension bracket, the horizontal extension support
The object being located on the outside of support frame as described above after the lifting in place of frame support, the front end of the horizontal extension bracket is provided with stop part.
Preferably, dismountable hound is provided between the front end of the swing pipe telescopic arm and support frame as described above,
The front end of the upper end of the hound and the swing pipe telescopic arm rotates and is connected, the lower end of the hound by latch with it is described
Support frame is fixedly connected.
Preferably, the two ends of the first lifting rope guide rod are respectively equipped with the first sheave, and the 3rd lifting rope is led
The 3rd sheave is respectively equipped with to the two ends of bar, when lifting rope is used to lift by crane the object being located on the outside of support frame as described above, the lifting rope
The object that the first sheave, the connection of the 3rd sheave are located on the outside of support frame as described above is bypassed successively.
Preferably, the two ends of the first lifting rope guide rod are respectively equipped with the first sheave, and second lifting rope is led
The second sheave is respectively equipped with to the two ends of bar, when lifting rope is used to lift by crane the object being located at below support frame as described above, the lifting rope
The object that the first sheave, the connection of the second sheave are located at below support frame as described above is bypassed successively.
The utility model provides a kind of Coping Construction platform, and compared with prior art, it includes pin hole, latch, I-shaped
Steel, flitch, flat board and suspension bracket;Pin hole and interspersed latch are opened up at the top of pier stud, parallel two set up are carried by latch
I-steel, and set up flitch between I-steel, finally lays flat board on flitch, the construction process of the operation platform is simple,
Save material saving, safe and reliable;In addition, the utility model mounting suspension also on flat board, facilitates lifting construction object, construction is improved
Efficiency, and different lifting methods can be used for the object of different type, different putting positions, space availability ratio is high, real
It is strong with property;The erection construction platform directly at the top of pier stud, the safety of platform bearer by the carrying basic guarantee of pier stud in itself
Reliability, it is to avoid the influence of ground, and be conducive to flood control to pass the flood period, building for operation platform can be carried out in river environment, fitted
Ying Xingqiang.
Brief description of the drawings
Fig. 1 is the front view of the Coping Construction platform in the utility model embodiment;
Fig. 2 is the side view of the Coping Construction platform in the utility model embodiment;
Fig. 3 is the enlarged drawing of the suspension bracket in the utility model embodiment.
Wherein:1st, pin hole;2nd, latch;3rd, I-steel;31st, fixing muscle;4th, flitch;5th, flat board;6th, suspension bracket;61st, support
Frame;62nd, lifting rope;611st, the first lifting rope guide rod;612nd, the second lifting rope guide rod;613rd, the 3rd lifting rope guide rod;614th, swing pipe
Telescopic arm;615th, hound;616th, horizontal extension bracket;617th, stop part;618th, the first sheave;619th, the second sheave;620、
3rd sheave;7th, pier stud;8th, bent cap.
Embodiment
With reference to the accompanying drawings and examples, embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not limited to scope of the present utility model.
Refer to Fig. 1 to Fig. 3, a kind of Coping Construction platform of the utility model preferred embodiment, the bent cap 8 is at two
Constructed on pier stud 7, Coping Construction platform includes pin hole 1, latch 2, I-steel 3, flitch 4, flat board 5 and suspension bracket 6, the latch
Hole 1 is opened in the top of pier stud 7, and the latch 2 is interspersed in the pin hole 1 and its two ends is stretched out in along the bearing of trend of bridge
Pier stud 7, the I-steel 3 is provided with two, and two I-steel 3 are parallel to ride upon the two ends of latch 2, the frame of flitch 4
Between two I-steel 3 and bearing of trend of its two ends along bridge stretches out, the flat board 5 is laid on the flitch 4,
The suspension bracket 6 is arranged on the flat board 5, and the suspension bracket 6 includes support frame 61 and lifting rope 62, and the top of support frame as described above 61 is set
There are the first lifting rope guide rod 611 being parallel to each other, the second lifting rope guide rod 612 and the 3rd lifting rope guide rod 613;
When lifting rope 62 is used to lift by crane the object for being located at the outside of support frame as described above 61, described one end of lifting rope 62 bypasses the successively
One lifting rope guide rod 611, the connection of the 3rd lifting rope guide rod 613 are located at the object in the outside of support frame as described above 61, the other end and traction
Equipment is connected;
When lifting rope 62 is used to lift by crane the object for being located at the lower section of support frame as described above 61, described one end of lifting rope 62 bypasses the successively
One lifting rope guide rod 611, the connection of the guide rod of the second lifting rope 612 are located at the object of the lower section of support frame as described above 61, the other end and traction
Equipment is connected.
It can be seen that, the construction process of the operation platform is simple, energy-conservation material saving, safe and reliable;Hung in addition, being installed on flat board 5
Frame 6, facilitates lifting construction object, improves efficiency of construction, and can be used not for the object of different type, different putting positions
Same lifting method, space availability ratio is high, practical;
By directly in the top erection construction platform of pier stud 7, by the carrying basic guarantee platform bearer of pier stud 7 itself
Security reliability, it is to avoid the influence of ground, and be conducive to flood control to pass the flood period, taking for operation platform can be carried out in river environment
Build, strong adaptability.
Exemplary, pin hole 1 is the steel pipe that the top of pier stud 7 is embedded in when bridge pier column 7 is constructed.By pre-buried suitable
The steel pipe of caliber, the size that pin hole 1 can be effectively ensured meets the requirements, and ensure that pin hole 1 has certain intensity.
Exemplary, pass through the spacing fastening of fixing muscle 31 between two I-steel 3.
It is exemplary, it is preferred that described on pier stud 7 to insert in order to avoid pin hole 1 produces stress concentration destruction in load-bearing
Enclose provided with reinforcement the lower section of pin-and-hole 1.
Dismantle for convenience, energy-conserving and environment-protective, beneficial to recycling platform member, while the effect of cushion impact forces is played,
Exemplary, it is preferred that the lap-joint of latch 2 and the I-steel 3 is provided with chock.
Large volume object is lifted for convenience, it is to avoid the constructing structures such as operation platform are bumped to during lifting and cause safety hidden
Suffer from, it is exemplary, it is preferred that the top both sides of support frame 61 are respectively equipped with swing pipe telescopic arm 614, the 3rd lifting rope guide rod
613 are connected between the swing pipe telescopic arm 614.The swing pipe telescopic arm that stretches can be passed through according to the volume size for lifting object
The position of 614 the 3rd lifting rope guide rods 613 of adjustment.
For the intensity of enhancing structure, security is improved, it is exemplary, it is further preferred that the swing pipe telescopic arm 614
Front end and support frame as described above 61 between be provided with dismountable hound 615, upper end and the swing pipe of the hound 615 are stretched
The front end of contracting arm 614 rotates connection, lower end and the company of fixation in the way of pin-and-hole-pin of support frame as described above 61 of the hound 615
Connect.Hound 615 plays support and fixed effect to swing pipe telescopic arm 614, improves under a load steady of swing pipe telescopic arm 614
Qualitative and reliability.
The items secure that lifting comes up reliably is shifted for convenience, it is exemplary, it is preferred that the middle part of support frame 61
Both sides are respectively equipped with horizontal extension bracket 616, are located at support frame as described above after the support of horizontal extension bracket 616 lifting in place
The object in 61 outsides.In order to prevent object from dropping out horizontal extension bracket 616, security reliability is improved, it is exemplary, it is further excellent
Choosing, the front end of horizontal extension bracket 616 is provided with stop part 617.
Exemplary, it is preferred that the two ends of the first lifting rope guide rod 611 are respectively equipped with the first sheave 618, described
The two ends of three lifting rope guide rods 613 are respectively equipped with the 3rd sheave 620, are located at the outside of support frame as described above 61 when lifting rope 62 is used to lift by crane
Object when, the lifting rope 62 bypasses the first sheave 618, the connection of the 3rd sheave 620 and is located at the outside of support frame as described above 61 successively
Object.
Likewise, exemplary, the two ends of the first lifting rope guide rod 611 are respectively equipped with the first sheave 618, described
The two ends of two lifting rope guide rods 612 are respectively equipped with the second sheave 619, are located at the lower section of support frame as described above 61 when lifting rope 62 is used to lift by crane
Object when, the lifting rope 62 bypasses the first sheave 618, the connection of the second sheave 619 and is located at the lower section of support frame as described above 61 successively
Object.
By setting the first sheave 618, the second sheave 619 and the 3rd sheave 620, it can effectively prevent lifting rope 62 in lifting
During swing, facilitate lifting rope 62 to smoothly complete lifting.
To sum up, the utility model provides a kind of Coping Construction platform, compared with prior art, it include pin hole, latch,
I-steel, flitch, flat board and suspension bracket;Open up pin hole and interspersed latch at the top of pier stud, parallel set up is carried by latch
Two I-steel, and flitch is set up between I-steel, flat board is finally laid on flitch, the construction process letter of the operation platform
It is single, energy-conservation material saving, safe and reliable;In addition, the utility model mounting suspension also on flat board, facilitates lifting construction object, improve
Efficiency of construction, and different lifting methods, space availability ratio can be used for the object of different type, different putting positions
Height, it is practical;The erection construction platform directly at the top of pier stud, the platform bearer by the carrying basic guarantee of pier stud in itself
Security reliability, it is to avoid the influence of ground, and be conducive to flood control to pass the flood period, taking for operation platform can be carried out in river environment
Build, strong adaptability.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model technical principle is not departed from, some improvement and replacement can also be made, these change
Enter and replace and also should be regarded as protection domain of the present utility model.
Claims (10)
1. a kind of Coping Construction platform, the bent cap is constructed on two pier studs, it is characterised in that the Coping Construction platform bag
Pin hole, latch, I-steel, flitch, flat board and suspension bracket are included, the pin hole is opened in the top of pier stud, and the latch interts
In the pin hole and bearing of trend of its two ends along bridge stretches out in pier stud, the I-steel is provided with two, two works
Word steel is parallel to ride upon the latch two ends, and the flitch is set up between two I-steel and extension of its two ends along bridge
Direction is stretched out, and the flat board is laid on the flitch, and the suspension bracket is arranged on the flat board, and the suspension bracket includes support frame
And lifting rope, the top of support frame as described above is provided with the first lifting rope guide rod, the second lifting rope guide rod and the 3rd lifting rope that are parallel to each other
Guide rod;
When lifting rope is used to lift by crane the object being located on the outside of support frame as described above, described lifting rope one end bypasses the first lifting rope guiding successively
Bar, the connection of the 3rd lifting rope guide rod are located at the object on the outside of support frame as described above, and the other end is connected with pulling equipment;
When lifting rope is used to lift by crane the object being located at below support frame as described above, described lifting rope one end bypasses the first lifting rope guiding successively
Bar, the connection of the second lifting rope guide rod are located at the object below support frame as described above, and the other end is connected with pulling equipment.
2. Coping Construction platform as claimed in claim 1, it is characterised in that the pier stud upper measurement positioned at the lower section of the pin hole
Provided with reinforcement.
3. Coping Construction platform as claimed in claim 1, it is characterised in that limited between two I-steel by fixing muscle
Position fastening.
4. Coping Construction platform as claimed in claim 1, it is characterised in that the pin hole is pre- when bridge pier column is constructed
It is embedded in the steel pipe at the top of pier stud.
5. Coping Construction platform as claimed in claim 1, it is characterised in that the lap-joint of the latch and the I-steel sets
There is chock.
6. Coping Construction platform as claimed in claim 1, it is characterised in that the top both sides of support frame as described above, which are respectively equipped with, hangs
Pipe telescopic arm, the 3rd lifting rope guide rod is connected between the swing pipe telescopic arm.
7. Coping Construction platform as claimed in claim 1, it is characterised in that the middle part both sides of support frame as described above are respectively equipped with water
Flat telescoping bracket, the object being located on the outside of support frame as described above after the horizontal extension bracket support lifting in place, the level
The front end of telescoping bracket is provided with stop part.
8. Coping Construction platform as claimed in claim 6, it is characterised in that the front end of the swing pipe telescopic arm and the support
Dismountable hound is provided between frame, the upper end of the hound rotates with the front end of the swing pipe telescopic arm and is connected, described
The lower end of hound is fixedly connected by latch with support frame as described above.
9. the Coping Construction platform as described in any one of claim 1 to 8, it is characterised in that the first lifting rope guide rod
Two ends are respectively equipped with the first sheave, and the two ends of the 3rd lifting rope guide rod are respectively equipped with the 3rd sheave, when lifting rope is used to lift by crane
During object on the outside of support frame as described above, the lifting rope bypasses the first sheave, the connection of the 3rd sheave and is located at the support successively
Object on the outside of frame.
10. the Coping Construction platform as described in any one of claim 1 to 8, it is characterised in that the first lifting rope guide rod
Two ends are respectively equipped with the first sheave, and the two ends of the second lifting rope guide rod are respectively equipped with the second sheave, when lifting rope is used to lift by crane
During object below support frame as described above, the lifting rope bypasses the first sheave, the connection of the second sheave and is located at the support successively
Object below frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621482827.1U CN206385466U (en) | 2016-12-30 | 2016-12-30 | A kind of Coping Construction platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621482827.1U CN206385466U (en) | 2016-12-30 | 2016-12-30 | A kind of Coping Construction platform |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206385466U true CN206385466U (en) | 2017-08-08 |
Family
ID=59490153
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201621482827.1U Expired - Fee Related CN206385466U (en) | 2016-12-30 | 2016-12-30 | A kind of Coping Construction platform |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206385466U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109183620A (en) * | 2018-09-05 | 2019-01-11 | 广东省长大公路工程有限公司 | Telescoping bracket, steel box-girder hanging device and hanging method |
-
2016
- 2016-12-30 CN CN201621482827.1U patent/CN206385466U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109183620A (en) * | 2018-09-05 | 2019-01-11 | 广东省长大公路工程有限公司 | Telescoping bracket, steel box-girder hanging device and hanging method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102661054B (en) | Lateral reinforcing structure in whole lifting of plane steel truss and whole lifting method | |
CN103556627B (en) | A kind of hanging cage structure for large diameter bored pile reinforcing bar cage hoisting | |
CN106939707A (en) | A kind of restricted clearance large-scale steel structure supporting platform from method for improving | |
CN106744257A (en) | A kind of method of kiloton adjustable combined sling, assemble method and lifting caisson | |
CN207294093U (en) | A kind of large span steel truss integral lifting apparatus | |
CN105317205B (en) | The construction method and equipment therefor of a kind of elevator | |
CN201334769Y (en) | Attached type lifting scaffold with double guide rails | |
CN108004931B (en) | Using the method for mixing drag-line construction steel reinforced concrete combination beam | |
CN206385466U (en) | A kind of Coping Construction platform | |
CN209456892U (en) | Cable-stayed bridge steel overhangs structure of sidewalk | |
CN205917601U (en) | Integrally lift up device of bridge arch rib | |
CN206581147U (en) | The support system constructed for bridge long-cantilever capping beam | |
CN209293474U (en) | A kind of support device that cantilevered structure falsework is shared with external scaffolding | |
CN208309396U (en) | A kind of bridge pier column overturn-preventing operation platform | |
CN110820950A (en) | Integral synchronous jacking construction method for large-span combined type overweight eccentric slope angle steel structure | |
CN206971692U (en) | The mounting platform of tower crane | |
CN107416685A (en) | Installation of gas pipeline construction method and its supporting structure on the downside of a kind of bridge | |
CN205873594U (en) | Special construction elevator of cooling tower section of thick bamboo wall | |
CN105649209B (en) | Applied to the hanging rack system in lifting platform small space | |
CN205329550U (en) | Suspension bridge catwalk system | |
CN218619794U (en) | Prefabricated stand special lifting device based on UHPC connects | |
CN103556626A (en) | Hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage | |
CN206957183U (en) | Elevator hoisting frame | |
CN203475801U (en) | Telescopic steel platform for elevator shaft | |
CN206220534U (en) | The pump line support meanss of concrete pumping equipment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170808 Termination date: 20211230 |