CN212201274U - Bailey frame lifting system - Google Patents
Bailey frame lifting system Download PDFInfo
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- CN212201274U CN212201274U CN202020190653.1U CN202020190653U CN212201274U CN 212201274 U CN212201274 U CN 212201274U CN 202020190653 U CN202020190653 U CN 202020190653U CN 212201274 U CN212201274 U CN 212201274U
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- wall
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Abstract
The utility model relates to a construction technical field especially relates to a bailey frame hoist system. The climbing device comprises sliding mode equipment, a climbing jack and a climbing rod structure, wherein the climbing rod structure extends along the climbing direction of the sliding mode equipment and is heightened synchronously when the sliding mode equipment climbs, the climbing jack is used for climbing along the climbing rod structure and driving the bailey truss to ascend, and a connecting piece used for being connected with the bailey truss is arranged on the climbing jack. Through adopting the utility model discloses a bailey frame lift system, bailey frame are promoted through climbing the jack, and the section of thick bamboo wall is built in the construction of slip form equipment then mainly used, and slip form equipment itself need not bear the dead weight load of bailey frame, has avoided the great condition of slip form equipment load like this, has promoted the security of construction.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a bailey frame hoist system.
Background
The silo is a warehouse specially used for storing bulk materials, and along with the rapid development of national economy, the demand of the agricultural and industrial fields for the silo is more and more increased in recent years. The existing silo structure generally comprises a silo wall and a conical shell type roof, wherein the silo wall mainly adopts a mode that a slip form carries a Bailey truss platform for formwork construction, in a popular way, the silo wall of the silo structure is constructed by using the slip form, synchronous slip form equipment can carry the Bailey truss to be lifted upwards in the construction process of the silo wall, the Bailey truss is also lifted to the top when the silo wall is constructed to the top in the slip form construction, and then the Bailey truss platform is installed at high altitude. However, the construction mode needs the slip form equipment to bear a large amount of dead load of the bailey truss, and the loads are unilateral loads, so that the problem of poor safety of actual operation exists in the construction process.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a bailey frame hoist system for in solving prior art intermediate drum wall work progress, slip form equipment need bear a large amount of bailey frame's dead weight load, is unfavorable for the technical problem of safe construction.
In order to achieve the above object, the utility model provides a bailey frame lift system adopts following technical scheme:
the bailey frame lifting system comprises sliding formwork equipment, a climbing jack and a climbing rod structure, wherein the climbing rod structure extends along the climbing direction of the sliding formwork equipment and is heightened synchronously when the sliding formwork equipment climbs, the climbing jack is used for climbing along the climbing rod structure and driving the bailey frame to ascend, and a connecting piece used for being connected with the bailey frame is arranged on the climbing jack.
Further, the slip form equipment is used for constructing a cylinder wall, and the climbing rod structure is arranged on the inner wall of the cylinder wall.
Further, it forms to climb the pole structure and climb the pipe coupling from top to bottom concatenation by a plurality of reinforcement festival and a plurality of, climb the pipe coupling and alternate in the reinforcement, each consolidates the equal fixed mounting of festival on the inner wall of section of thick bamboo wall.
Furthermore, the reinforcing joint is fixed on the inner wall of the cylinder wall through a threaded connecting piece.
Furthermore, the threaded connecting piece comprises a bolt and a nut, and the bolt is pre-embedded at a set position of the cylinder wall and extends out of the inner side of the cylinder wall.
Furthermore, the cross section of the reinforcing section is n-shaped, the reinforcing section comprises two first plates which are arranged in mirror symmetry and a second plate which is perpendicular to the two first plates, and the second plate is used for being fixedly installed on the inner wall of the cylinder wall.
Further, consolidate the festival and still include the diaphragm, the diaphragm sets up with the extending direction of first plate and second plate is perpendicular, the diaphragm sets up in the space that second plate and two first plates enclose, be provided with on the diaphragm and supply to climb the pipe coupling male jack.
Further, the length of the reinforcing joint is the same as that of the climbing pipe joint.
Further, a hydraulic system of the climbing jack is communicated with a hydraulic system of the sliding mode equipment.
Further, the connecting piece is a rope or a chain.
The embodiment of the utility model provides a bailey frame hoist system compares with prior art, and its beneficial effect lies in: through adopting the utility model discloses a bailey frame lift system, bailey frame are promoted through climbing the jack, and the section of thick bamboo wall is built in the construction of slip form equipment then mainly used, and slip form equipment itself need not bear the dead weight load of bailey frame, has avoided the great condition of slip form equipment load like this, has promoted the security of construction.
Drawings
Fig. 1 is a schematic structural view of a construction state of a bailey truss lifting system according to an embodiment of the present invention;
fig. 2 is a schematic front view of a climbing rod structure of the bailey truss lifting system according to an embodiment of the present invention;
FIG. 3 is an enlarged view of a portion of FIG. 2;
fig. 4 is a schematic cross-sectional view at a-a in fig. 3.
In the figure, 1-slip form equipment, 2-bailey frames, 3-cylinder walls, 4-climbing rod structures, 401-reinforcing joints, 4011-first plates, 4012-second plates, 4013-transverse plates, 4014-jacks, 402-climbing pipe joints, 5-connecting pieces, 6-communicating oil pipes, 7-climbing jacks and 8-bolts.
Detailed Description
The following detailed description of the embodiments of the present invention is provided with reference to the accompanying drawings and examples. The following examples are intended to illustrate the invention, but are not intended to limit the scope of the invention.
As shown in fig. 1 to 4, the beret frame lifting system according to the preferred embodiment of the present invention. The bailey truss lifting system comprises a slip form device 1, a climbing jack 7 and a climbing rod structure 4, wherein the climbing rod structure 4 extends along the climbing direction of the slip form device 1 and is heightened synchronously when the slip form device 1 climbs, the climbing jack 7 is used for climbing along the climbing rod structure 4 and driving the bailey truss 2 to ascend, and a connecting piece 5 used for being connected with the bailey truss 2 is arranged on the climbing jack 7.
Specifically, the bailey truss lifting system is applied to construction and construction of a silo cylinder wall 3 in the embodiment, a slip form construction mode is specifically adopted for construction of the cylinder wall 3, the slip form construction needs a special slip form device 1, the slip form device 1 is a fixed-size shaping template, the slip form device 1 is pulled by a pulling device (generally a jack) to move, and the slip form device 1 is a mature prior art, so that detailed details of the specific structure and the working principle of the slip form device 1 are not given.
In the embodiment, the slip form equipment 1 is constructed from bottom to top, the climbing rod structure 4 is heightened synchronously along with the upward movement of the slip form equipment 1, and the climbing rod structure 4 is arranged on the inner wall of the cylinder wall 3 and extends in the vertical direction. In the present embodiment, the climbing jack 7 climbs upwards along the climbing rod structure 4, specifically, the hydraulic system of the climbing jack 7 in the present embodiment is communicated with the hydraulic system of the sliding form apparatus 1, that is, a communication oil pipe 6 is provided between the hydraulic system of the climbing jack 7 and the hydraulic system of the sliding form apparatus 1, so that the hydraulic oil can be shared between the climbing jack 7 and the sliding form apparatus 1. Because the climbing jack 7 is used for dragging the bailey truss 2 to move upwards, in order to ensure the stability of the upward movement, a plurality of climbing rod structures 4 are arranged on the inner wall of the barrel wall 3 in the embodiment, each climbing rod structure 4 is provided with one climbing jack 7, and the climbing jacks 7 on each climbing rod structure 4 synchronously operate to realize the stable upward movement traction of the bailey truss 2.
In this embodiment, the cross section of each reinforcing section 401 is n-shaped, the reinforcing section 401 includes two first plates 4011 arranged in mirror symmetry and a second plate 4012 arranged perpendicular to the two first plates 4011, and the second plate 4012 is used for being mounted and fixed on the inner wall of the cylinder wall 3. As shown in fig. 4, in this embodiment, the first plate 4011 and the second plate 4012 are both made of steel plates, and the first plate 4011 and the second plate 4012 are both rectangular in shape. In this embodiment, the second plate 4012 is used to be attached to and fixed to the inner wall of the barrel wall 3, and the mounting hole for the bolt 8 to pass through is formed in the second plate 4012. Two first plate members 4011 are vertically provided on the other side of the second plate member 4012 in this embodiment. Still be provided with diaphragm 4013 in the space that two first plates 4011 and second plate 4012 enclose, diaphragm 4013 and first plate 4011 and the equal perpendicular setting of second plate 4012 in this embodiment are provided with the jack 4014 that supplies to climb the pipe coupling 402 and pass on the diaphragm 4013. The limiting of each pipe climbing joint 402 in the transverse direction is realized through the blocking effect of the inner wall of the jack 4014 and the pipe climbing joint 402.
Because each climbs the pipe coupling 402 and splices from top to bottom, in order to avoid the deviation of butt joint department, the one end that each climbed pipe coupling 402 will be provided with the minor diameter section that the diameter is less in this embodiment, when two adjacent sections climbs pipe coupling 402 and splices from top to bottom, the minor diameter section can insert in another hole diameter of climbing pipe coupling 402 to the precision of butt joint has been guaranteed. The connecting member 5 is a rope in this embodiment, and the connecting member 5 may be a chain or a rod in other embodiments.
The utility model discloses a working process does: along with the construction and construction of the slip form equipment 1, the slip form equipment 1 can move upwards, each climbing rod structure 4 needs to be heightened synchronously along with the ascending of the slip form equipment 1, when the climbing rod structure is heightened, a reinforcing section 401 to be heightened needs to be installed and fixed on the inner wall of the cylinder wall 3 through a threaded connecting piece, and then a climbing pipe section 402 is inserted into a jack 4014 in the reinforcing section 401. Along with the heightening of the climbing rod structure 4 and the climbing of the sliding form equipment 1, the climbing jacks 7 installed on the climbing rod structure 4 also need to climb synchronously to ascend, and as the climbing jacks 7 are connected with the bailey frames 2 through ropes, the climbing jacks 7 can drive the bailey frames 2 to ascend, so that the ascending traction of the bailey frames 2 is realized.
To sum up, the embodiment of the utility model provides a bailey frame hoist system, it is through adopting the utility model discloses a bailey frame hoist system, bailey frame 2 promote through climbing jack 7, and section of thick bamboo wall 3 is built in the construction of slip form equipment 1 then mainly used, and slip form equipment 1 itself need not bear the dead weight load of bailey frame 2, has avoided the great condition of slip form equipment 1 load like this, has promoted the security of construction.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and replacements can be made without departing from the technical principle of the present invention, and these modifications and replacements should also be regarded as the protection scope of the present invention.
Claims (10)
1. The utility model provides a bailey frame hoist system which characterized in that: the climbing device comprises a slip form device (1), a climbing jack (7) and a climbing rod structure (4), wherein the climbing rod structure (4) extends along the climbing direction of the slip form device (1) and is heightened synchronously when the slip form device (1) climbs, the climbing jack (7) is used for climbing along the climbing rod structure (4) and driving the bailey frames (2) to ascend, and a connecting piece (5) used for being connected with the bailey frames (2) is arranged on the climbing jack (7).
2. The bailey truss hoist system of claim 1, wherein: the slip form equipment is used for constructing and building the cylinder wall (3), and the climbing rod structure (4) is arranged on the inner wall of the cylinder wall (3).
3. The bailey truss lifting system of claim 2, wherein: climb pole structure (4) and form by a plurality of reinforcement festival (401) and splice from top to bottom to a plurality of pipe joints (402) of climbing, climb pipe joint (402) and alternate in the reinforcement, each reinforcement festival (401) equal fixed mounting is on the inner wall of section of thick bamboo wall (3).
4. The bailey truss lifting system of claim 3, wherein: the reinforcing joint (401) is fixed on the inner wall of the cylinder wall (3) through a threaded connecting piece.
5. The bailey truss lifting system of claim 4, wherein: the threaded connecting piece comprises a bolt (8) and a nut, and the bolt (8) is pre-embedded at a set position of the cylinder wall (3) and extends out of the inner side of the cylinder wall (3).
6. The bailey truss lifting system of claim 3, wherein: the cross section of the reinforcing section (401) is n-shaped, the reinforcing section (401) comprises two first plate members (4011) which are arranged in a mirror symmetry mode and a second plate member (4012) which is perpendicular to the two first plate members (4011), and the second plate member (4012) is used for being installed and fixed with the inner wall of the cylinder wall (3).
7. The bailey truss lifting system of claim 6, wherein: consolidate festival (401) and still include diaphragm (4013), the extending direction perpendicular setting of diaphragm (4013) and first plate (4011) and second plate (4012), diaphragm (4013) sets up in the space that second plate (4012) and two first plates (4011) enclose, be provided with on diaphragm (4013) and supply to climb the jack (4014) that pipe section (402) were inserted.
8. The bailey truss lifting system of claim 3, wherein: the length of the reinforcing joint (401) is the same as that of the climbing pipe joint (402).
9. The bailey truss hoist system of claim 1, wherein: and the hydraulic system of the climbing jack (7) is communicated with the hydraulic system of the sliding mode equipment (1).
10. The bailey truss hoist system of claim 1, wherein: the connecting piece (5) is a rope or a chain.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020190653.1U CN212201274U (en) | 2020-02-20 | 2020-02-20 | Bailey frame lifting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020190653.1U CN212201274U (en) | 2020-02-20 | 2020-02-20 | Bailey frame lifting system |
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| Publication Number | Publication Date |
|---|---|
| CN212201274U true CN212201274U (en) | 2020-12-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020190653.1U Active CN212201274U (en) | 2020-02-20 | 2020-02-20 | Bailey frame lifting system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756501A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | Construction method of overhanging aluminum alloy roof |
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2020
- 2020-02-20 CN CN202020190653.1U patent/CN212201274U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756501A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | Construction method of overhanging aluminum alloy roof |
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