CN205497777U - A steel reinforcement cage jacking device for pipe pile production line - Google Patents
A steel reinforcement cage jacking device for pipe pile production line Download PDFInfo
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- CN205497777U CN205497777U CN201620150490.8U CN201620150490U CN205497777U CN 205497777 U CN205497777 U CN 205497777U CN 201620150490 U CN201620150490 U CN 201620150490U CN 205497777 U CN205497777 U CN 205497777U
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- steel reinforcement
- reinforcement cage
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- driver
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Abstract
The utility model belongs to the technical field of the building, a a steel reinforcement cage jacking device for pipe pile production line is related to. The test platform comprises a support, the frame on be equipped with an ability and be equipped with the steel reinforcement cage receiving means that an ability and steel reinforcement cage match and follow and can go on lifting to the steel reinforcement cage along the top of elevating platform mechanism that vertical direction is gone up and down and elevating platform mechanism. The utility model discloses simple structure, reasonable in design is applicable to automation line, can automatic accept and lay the steel reinforcement cage, work safe and reliable, work efficiency is high.
Description
Technical field
The invention belongs to technical field of buildings, relate to a kind of steel reinforcement cage jacking apparatus for pile tube production line.
Background technology
Existing prefabricated pile or pile tube are as follows in production technology:
1. the metering of concrete raw material, stirring.According to the match ratio designed, by sand, stone, cement, water, additive and admixture etc. through accurate measurement, making the fresh concrete of the low slump of 3cm～5cm with concrete forced mixer, design requires that strength grade of concrete is not less than C60 or C80.
2. offcenter squared pile end plate makes.Make basically identical with pile end board, but the end plate profile of square pile is square, and the counterbore of the main muscle of prestressing force is uniformly distributed along end plate four limit, angle.Before end plate is installed, the barrette cuff that the sheet metal that surrounding needs throat thickness to be 1.5mm～2mm is fabricated to.
3. carcasing.The main muscle of prestressing force uses the steel bar for prestressed concrete of low relaxation type, needs accurate fixed-length, cut-out, heading；Spiral bar uses the low-carbon (LC) cold drawn wire of vertebra 4mm～6mm；Designing requirement according to offcenter squared pile structural reinforcement, square framework of steel reinforcement uses special square pile skeleton automatic welding machining.
4. framework of steel reinforcement is installed.The framework of steel reinforcement made, square endplate are welded cuff be positioned in the steel mold of offcenter squared pile, and be connected with deformed bar anchor plate, stretch board, tension rod etc..
5. concrete distributing.By the consumption requirement of every offcenter squared pile, fresh concrete is uniformly filled up along mould female die, at stretch-draw one end some concrete of the most cloth.
6. matched moulds.Offcenter squared pile upper half punching block is winched to above lower half punching block, and with bolt, upper and lower two halves punching block is fixed, to guarantee that mould does not loosens and concrete not running pulp in high speed centrifugation operation process.
7. prestressed stretch-draw.The stretching machine using jack type carries out integral tension to the offcenter squared pile framework of steel reinforcement after matched moulds, after being stretched to the 70% of reinforced steel bar strength, is fixed in steel mold by tension rod with big nut.
8. centrifuging process.Winching to above centrifuge by the band mould offcenter squared pile after above-mentioned stretch-draw anchor, accelerate step by step by initial velocity, middling speed, high speed, the centrifugal speed of high speed, centrifugation time is generally 10min～18min.By centrifugal closely knit moulding process, making fresh concrete the most closely knit along the mould surrounding of offcenter squared pile, meanwhile, pile tube forms a round cavity.After centrifugal end, stretching end is raised, topple over the useless pulp-water produced in centrifugal process.
9. primary steam curing.Winch to the band mould offcenter squared pile after centrifugal forming, in atmospheric steam curing pool hole, quiet stop 1h～2h, be to slowly warm up to 90 DEG C～100 DEG C, maintenance 4h～8h under normal pressure, make concrete strength reach more than 40MPa.
10. the demoulding.Winch to, on special stripping station position, shed stretch-draw bolt and die bolt with pneumatic impact wrench by the band mould offcenter squared pile after primary steam curing, to pile body Shi Hanzhang, then hang away upper mold section, stir female die, shed prestressing force and widen screw rod.Female die, anchor plate, tension rod in cleaning, and brushing releasing agent.It is the offcenter squared pile of C60 for concrete design strength grade, the offcenter squared pile after the demoulding is directly hoisted to finished product stockyard Ma Dui, natural curing, can dispatch from the factory after the intensity that reaches to dispatch from the factory.
11. high-pressure steaming and cultivating.Design strength grade of concrete is the offcenter squared pile of more than C80, offcenter squared pile after the demoulding need to be entered back into autoclave and carry out high-temperature vapour maintenance, maximum temperature is 180 DEG C～200 DEG C, and saturation vapour pressure is 1.0MPa, curing time 8h～12h, makes concrete strength reach more than 80MPa.Pile tube after high-pressure curing can directly dispatch from the factory for stake.
In carcasing, it is the most all to make steel reinforcement cage, after steel reinforcement cage completes by volume cage mechanism, show up with traveling crane and stack on the ground, the place stacked carries out classification according to different steel reinforcement cage specifications and stacks, and it is the highest that driving hangs steel reinforcement cage work efficiency, and is susceptible to security incident.
Summary of the invention
It is an object of the invention to for the problems referred to above, it is provided that a kind of automaticity is high, the steel reinforcement cage jacking apparatus for pile tube production line that work process is safe and reliable.
For reaching above-mentioned purpose, present invention employs following technical proposal: a kind of steel reinforcement cage jacking apparatus for pile tube production line, including support, described support is provided with one and can be provided with one along the lifting platform mechanism of vertical direction lifting and the top of lifting platform mechanism and can match with steel reinforcement cage it is thus possible to the steel reinforcement cage support structure of lifting steel reinforcement cage.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, described steel reinforcement cage support structure include the arc hinged with lifting platform mechanism top and with arc bottom hinged arc driver, described arc driver is hinged with lifting platform mechanism top away from one end of arc, and described arc driver has the outfan that can move along linear reciprocation and the arc described in when this outfan moves forward and backward can overturn along the hinged place with lifting platform mechanism.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, described steel reinforcement cage support structure includes fixing, with lifting platform mechanism top, the bracing frame being connected, described bracing frame top is hinged with arc, the two ends of described arc driver respectively with arc bottom and bracing frame hinged.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, the two ends of described bracing frame have been respectively fixedly connected with one piece of right angle block, and the two ends of described arc are hinged with right angle block respectively, form the passage for arc upset between two pieces of right angle block.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, dismountable with lifting platform mechanism bottom described bracing frame being connected, described arc driver includes cylinder or oil cylinder.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, described lifting platform mechanism includes the shears fork assembly that two ends are hinged with steel reinforcement cage support structure and support respectively, and shears fork assembly can move up and down along vertical direction so that steel reinforcement cage support structure rises or falls.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, described shears fork assembly includes shears fork and shears fork driver, described shears fork driver is hinged on support and shears fork driver has the outfan that can move along linear reciprocation, and the outfan of shears fork driver is hinged with shears fork.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, described shears fork driver includes cylinder or oil cylinder, the two ends of the side of described shears fork are hinged with steel reinforcement cage support structure and support respectively, and the two ends of opposite side are provided with the roller being slidably connected with steel reinforcement cage support structure and support.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, described lifting platform mechanism includes the shears fork assembly that two ends are hinged with bracing frame and support respectively, and shears fork assembly can move up and down along vertical direction so that steel reinforcement cage support structure rises or falls.
In the above-mentioned steel reinforcement cage jacking apparatus for pile tube production line, described shears fork assembly includes shears fork and shears fork driver, described shears fork driver is hinged on support and shears fork driver has the outfan that can move along linear reciprocation, the outfan of shears fork driver is fixing with shears fork to be connected, the two ends of the side of described shears fork are hinged with bracing frame and support respectively, and the two ends of opposite side are provided with the roller being slidably connected with bracing frame and support.
Compared with prior art, it is an advantage of the current invention that: simple in construction, reasonable in design, it is adaptable to automatic production line, can automatically accept and lay steel reinforcement cage, safe and reliable, work efficiency is high.
Accompanying drawing explanation
Fig. 1 is the structural representation that the present invention provides；
Fig. 2 is the internal structure schematic diagram that the present invention provides；
Fig. 3 is the fundamental diagram that the present invention provides；
Fig. 4 is the fundamental diagram of the lifting platform mechanism that the present invention provides.
In figure: support 1, lifting platform mechanism 2, shears fork assembly 21, shears fork 22, shears fork driver 23, roller 24, steel reinforcement cage support structure 3, arc 31, arc driver 32, bracing frame 33, right angle block 34, volume cage machine 100, steel reinforcement cage storage rack 101, slide carriage 102, steel reinforcement cage 103.
Detailed description of the invention
The present invention will be further described in detail with detailed description of the invention below in conjunction with the accompanying drawings.
As depicted in figs. 1 and 2, a kind of steel reinforcement cage jacking apparatus for pile tube production line, including support 1, described support 1 is provided with one and can be provided with one along the lifting platform mechanism 2 of vertical direction lifting and the top of lifting platform mechanism 2 and can match with steel reinforcement cage it is thus possible to the steel reinforcement cage support structure 3 of lifting steel reinforcement cage.
It will be appreciated by those skilled in the art that lifting platform mechanism 2 can select commercially available lifting platform, it would however also be possible to employ oil cylinder matches with steel reinforcement cage support structure 3, thus realize moving up and down, steel reinforcement cage support structure 3 can use hook, supporting plate, clip etc..Above-mentioned scheme, it is possible to complete the steel reinforcement cage after compiling cage is accepted and is placed into by steel reinforcement cage on the reinforcing bar cage of differing heights or piles up by vertical direction on the ground, very convenient.
In the present embodiment, as preferred scheme, as shown in Figure 1, steel reinforcement cage support structure 3 include the arc 31 hinged with lifting platform mechanism 2 top and with arc 31 bottom hinged arc driver 32, described arc driver 32 is hinged with lifting platform mechanism 2 top away from one end of arc 31, and described arc driver 32 has the outfan that can move along linear reciprocation and the arc 31 described in when this outfan moves forward and backward can overturn along the hinged place with lifting platform mechanism 2.
Steel reinforcement cage support structure 3 includes fixing, with lifting platform mechanism 2 top, the bracing frame 33 being connected, described bracing frame 33 top is hinged with arc 31, the two ends of described arc driver 32 respectively with arc 31 bottom and bracing frame 33 hinged, described arc driver 32 includes cylinder or oil cylinder.
The two ends of bracing frame 33 have been respectively fixedly connected with one piece of right angle block 34, and the two ends of described arc 31 are hinged with right angle block 34 respectively, form the passage for arc 31 upset between two pieces of right angle block 34.It is connected as it is shown in figure 1, dismountable with lifting platform mechanism 2 bottom bracing frame 33, can be attached by bolt, it is simple to change.
Shown in Fig. 2, lifting platform mechanism 2 includes the shears fork assembly 21 that two ends are hinged with steel reinforcement cage support structure 3 and support 1 respectively, and shears fork assembly 21 can move up and down along vertical direction so that steel reinforcement cage support structure 3 rises or falls.
Specifically, shears fork assembly 21 includes shears fork 22 and shears fork driver 23, shears fork driver 23 includes cylinder or oil cylinder, described shears fork driver 23 is hinged on support 1 and shears fork driver 23 has the outfan that can move along linear reciprocation, and it is hinged that the outfan of shears fork driver 23 and shears pitch 22.
The two ends of the side of described shears fork 22 are hinged with steel reinforcement cage support structure 3 and support 1 respectively, the two ends of opposite side are provided with the roller 24 being slidably connected with steel reinforcement cage support structure 3 and support 1, shears fork driver 23 can arrange several, outfan can be pitched in the middle part of in the of 22 hinged with shears, when shears fork driver 23 action, being elevated in the middle part of shears fork 22, whole shears is pitched the height of 22 in the vertical directions and is changed, and plays lift action.
Specifically, lifting platform mechanism 2 includes the shears fork assembly 21 that two ends are hinged with bracing frame 33 and support 1 respectively, and shears fork assembly 21 can move up and down along vertical direction so that steel reinforcement cage support structure 3 rises or falls.Shears fork assembly 21 includes shears fork 22 and shears fork driver 23, described shears fork driver 23 is hinged on support 1 and shears fork driver 23 has the outfan that can move along linear reciprocation, the outfan of shears fork driver 23 is fixing with shears fork 22 to be connected, the two ends of the side of described shears fork 22 are hinged with bracing frame 33 and support 1 respectively, and the two ends of opposite side are provided with the roller 24 being slidably connected with bracing frame 33 and support 1.
The operation principle of the present invention is: as shown in Figure 3 and Figure 4, and this jacking apparatus may be provided between volume cage machine 100 and steel reinforcement cage storage rack 101, and steel reinforcement cage storage rack 101 can be one or more layers structure.After steel reinforcement cage 103 is worked out by volume cage machine 100, arc driver 32 action, arc 31 overturns, towards compiling cage machine 100, corresponding with the slide carriage 102 compiled on cage machine 100, just fall when steel reinforcement cage 103 tumbles from slide carriage 102 on arc 31, play the effect accepting steel reinforcement cage 103, arc driver 32 action again, arc 31 overturns again, roll down to from arc 31 on steel reinforcement cage storage rack 101 towards steel reinforcement cage storage rack 101 and by steel reinforcement cage, complete to accept, put the work process of steel reinforcement cage storage rack 101.
When steel reinforcement cage storage rack 101 has multilamellar, arc 31 is corresponding with the steel reinforcement cage storage rack 101 layers of differing heights.Now, shears fork driver 23 action, shears pitches 22 liftings thus lifting bracing frame 33, arc 31 and arc driver 32 also synchronize lifting, thus obtain the change of height, can be very convenient by the steel reinforcement cage storage rack 101 putting height from the steel reinforcement cage compiling cage machine 100 landing.
Specific embodiment described herein is only to present invention spirit explanation for example.Described specific embodiment can be made various amendment or supplements or use similar mode to substitute by those skilled in the art, but without departing from the spirit of the present invention or surmount scope defined in appended claims.
Although the most more employing support 1, lifting platform mechanism 2, shears fork assembly 21, shears fork 22, shears fork driver 23, roller 24, steel reinforcement cage support structure 3, arc 31, arc driver 32, bracing frame 33, right angle block 34, compiling the terms such as cage machine 100, steel reinforcement cage storage rack 101, slide carriage 102, but it is not precluded from using the probability of other term.Use these terms to be only used to more easily to describe and explain the essence of the present invention；It is all contrary with spirit of the present invention for being construed as any additional restriction.
Claims (10)
1. for a steel reinforcement cage jacking apparatus for pile tube production line, including support (1),
It is characterized in that, described support (1) is provided with one can be along vertical direction lifting
The top of lifting platform mechanism (2) and lifting platform mechanism (2) is provided with an energy and steel reinforcement cage
Match it is thus possible to steel reinforcement cage support structure (3) that steel reinforcement cage is lifted.
Steel reinforcement cage jacking for pile tube production line the most according to claim 1 fills
Put, it is characterised in that described steel reinforcement cage support structure (3) includes and lifting platform mechanism
(2) top is hinged arc (31) and the arc hinged with arc (31) bottom
Sheet drive (32), described arc driver (32) is away from arc (31)
One end is hinged with lifting platform mechanism (2) top, described arc driver (32) tool
There is the outfan that can move along linear reciprocation and described in when this outfan moves forward and backward
Arc (31) can overturn along the hinged place with lifting platform mechanism (2).
Steel reinforcement cage jacking for pile tube production line the most according to claim 2 fills
Put, it is characterised in that described steel reinforcement cage support structure (3) includes and lifting platform mechanism
(2) bracing frame (33) of connection is fixed at top, described bracing frame (33) top with
Arc (31) is hinged, the two ends of described arc driver (32) respectively with arc
Shape plate (31) bottom and bracing frame (33) are hinged.
Steel reinforcement cage jacking for pile tube production line the most according to claim 3 fills
Put, it is characterised in that the two ends of described bracing frame (33) have been respectively fixedly connected with one
Block right angle block (34), the two ends of described arc (31) respectively with right angle block (34)
Hinged, form the passage overturn for arc (31) between two pieces of right angle block (34).
Steel reinforcement cage jacking for pile tube production line the most according to claim 3 fills
Put, it is characterised in that described bracing frame (33) bottom can with lifting platform mechanism (2)
The connection of dismounting, described arc driver (32) includes cylinder or oil cylinder.
Steel reinforcement cage jacking for pile tube production line the most according to claim 1 fills
Put, it is characterised in that described lifting platform mechanism (2) include two ends respectively with steel reinforcement cage
Support structure (3) and support (1) hinged shears fork assembly (21), shears fork assembly
(21) can move up and down along vertical direction so that steel reinforcement cage support structure (3) rises
Or decline.
Steel reinforcement cage jacking for pile tube production line the most according to claim 6 fills
Put, it is characterised in that described shears fork assembly (21) include shears fork (22) and
Shears fork driver (23), described shears fork driver (23) is hinged on support (1)
Upper and shears fork driver (23) has the outfan that can move along linear reciprocation, cuts
The outfan of knife and fork driver (23) is hinged with shears fork (22).
Steel reinforcement cage jacking for pile tube production line the most according to claim 7 fills
Put, it is characterised in that described shears fork driver (23) includes cylinder or oil cylinder,
The two ends of the side of described shears fork (22) respectively with steel reinforcement cage support structure (3) and
Support (1) is hinged, and the two ends of opposite side are provided with and steel reinforcement cage support structure (3) and machine
The roller (24) that seat (1) is slidably connected.
Steel reinforcement cage jacking for pile tube production line the most according to claim 3 fills
Put, it is characterised in that described lifting platform mechanism (2) include two ends respectively with bracing frame
(33) and support (1) hinged shears fork assembly (21), shears fork assembly (21)
Can move up and down along vertical direction so that steel reinforcement cage support structure (3) rises or falls.
Steel reinforcement cage jacking for pile tube production line the most according to claim 9 fills
Put, it is characterised in that described shears fork assembly (21) include shears fork (22) and
Shears fork driver (23), described shears fork driver (23) is hinged on support (1)
Upper and shears fork driver (23) has the outfan that can move along linear reciprocation, cuts
The outfan of knife and fork driver (23) is fixing with shears fork (22) to be connected, and described cuts
The two ends of the side of knife and fork (22) are hinged with bracing frame (33) and support (1) respectively,
The two ends of opposite side are provided with the roller (24) being slidably connected with bracing frame (33) and support (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620150490.8U CN205497777U (en) | 2016-02-29 | 2016-02-29 | A steel reinforcement cage jacking device for pipe pile production line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620150490.8U CN205497777U (en) | 2016-02-29 | 2016-02-29 | A steel reinforcement cage jacking device for pipe pile production line |
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| Publication Number | Publication Date |
|---|---|
| CN205497777U true CN205497777U (en) | 2016-08-24 |
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ID=56727665
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620150490.8U Withdrawn - After Issue CN205497777U (en) | 2016-02-29 | 2016-02-29 | A steel reinforcement cage jacking device for pipe pile production line |
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| Country | Link |
|---|---|
| CN (1) | CN205497777U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105619590A (en) * | 2016-02-29 | 2016-06-01 | 周兆弟 | Reinforcement cage lifting device used for pipe pile production line |
-
2016
- 2016-02-29 CN CN201620150490.8U patent/CN205497777U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105619590A (en) * | 2016-02-29 | 2016-06-01 | 周兆弟 | Reinforcement cage lifting device used for pipe pile production line |
| CN105619590B (en) * | 2016-02-29 | 2018-08-03 | 周兆弟 | Steel reinforcement cage jacking apparatus for pile pile production line |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160824 Effective date of abandoning: 20180803 |
|
| AV01 | Patent right actively abandoned |