CN208516837U - One kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus - Google Patents
One kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus Download PDFInfo
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- CN208516837U CN208516837U CN201820955109.4U CN201820955109U CN208516837U CN 208516837 U CN208516837 U CN 208516837U CN 201820955109 U CN201820955109 U CN 201820955109U CN 208516837 U CN208516837 U CN 208516837U
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- cross bar
- reinforcement
- wirerope
- suspension hook
- cage
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Abstract
The utility model relates to one kind for borehole filling pile cage of reinforcement overlapped hanging apparatus, including bracket, cross bar, wirerope, suspension hook and limited post, the bracket is two, two bracket mirror images are symmetrical arranged, two cross bars are placed between two rack beams, two cross bar parallel intervals, a pair of of the limited post clamping by being welded on crossbeam respectively of the both ends of cross bar, uniform intervals bolt multiple wirerope on cross bar, bolt a suspension hook on each wirerope, the suspension hook using when hang over the main reinforcement of steel reinforcement cage and the junction of reinforcing rib.The utility model structure is simple, convenient and practical, efficiently solves the problems, such as the measure that lower section steel reinforcement cage is fixed temporarily, improves the working efficiency of field worker, improves the construction quality at scene.
Description
Technical field
The utility model belongs to railroad bridge construction field, is related to borehole filling pile cage of reinforcement overlap joint, especially a kind of use
In borehole filling pile cage of reinforcement overlapped hanging apparatus.
Background technique
Now, general Railway Bridge Pile Foundation uses cast-in-situ bored pile, and the length of reinforcing cage design of use is also long, design
Length commonly reaches more than ten meters or more, and the precast reinforced cage on-site hoisting of overall length is unable to satisfy, therefore generally can when precast reinforced cage
It is prefabricated to be divided into two sections.One section steel reinforcement cage is divided into two sections, lower section steel reinforcement cage up and down and transfers into the hole location being drilled, and needs temporary support
Or lifting is fixed, and carries out pre-bending overlap joint with upper section steel reinforcement cage.And it is mostly used in previous lower section steel reinforcement cage fixation
A steel pipe, steel pipe both ends and ground overhanging portion sleeper underlay are crossed under reinforcing rib and main reinforcement weld, support lower section
Steel reinforcement cage, but in the construction process causes down to cross due to condition elements and the artificial origin such as landform, sleeper thickness is irregular
Steel pipe both ends are hanging, directly bear against on inbuilt casing, casing is caused to sink, and the top mark for influencing entire steel reinforcement cage is high, thus
Influence the construction quality of drilled pile.
Utility model content
The purpose of the utility model is to overcome in place of the deficiencies in the prior art, provide one kind casing will not be caused to sink
For borehole filling pile cage of reinforcement overlapped hanging apparatus.
The utility model technical scheme applied to solve the technical problem is:
One kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus, including bracket, cross bar, wirerope, suspension hook and limit
Position column, the bracket are two, and two bracket mirror images are symmetrical arranged, and two cross bars, two cross are placed between two rack beams
Bar parallel interval, the both ends of cross bar are respectively by a pair of of the limited post clamping being welded on crossbeam, the uniform intervals bolt on cross bar
Connect multiple wirerope, bolt a suspension hook on each wirerope, the suspension hook using when hang over the main reinforcement and reinforcement of steel reinforcement cage
The junction of muscle.
Moreover, the cross bar includes basic cross bar and lengthens cross bar, lengthens cross bar and be located between two basic cross bars, basis
Cross bar is bolted with cross bar is lengthened, and is formed with multiple bolt connecting holes on basic cross bar and lengthening cross bar.
Moreover, the bracket includes crossbeam, perpendicular support, diagonal brace, it is fixedly mounted with a crossbeam at the top of multiple perpendicular supports, in crossbeam
A diagonal brace is fixedly mounted between portion and ground.
The advantages and positive effects of the utility model are as follows:
1, the utility model structure is simple, convenient and practical, efficiently solves the measure that lower section steel reinforcement cage is fixed temporarily and asks
Topic, improves the working efficiency of field worker, improves the construction quality at scene.
2, the utility model includes basic cross bar and lengthens cross bar, and the link position by lengthening cross bar is adjustable entire
The length of cross bar is applicable in various sizes of steel reinforcement cage.
Detailed description of the invention
Fig. 1 is the main view of the utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the usage state diagram of the utility model.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing and by specific embodiment, and following embodiment is only retouched
The property stated, it is not restrictive, protection scope of this utility model cannot be limited by this.
One kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus, including bracket, cross bar, wirerope, suspension hook and limit
Position column, the bracket include crossbeam 1, perpendicular support 2, diagonal brace 8, are fixedly mounted with a crossbeam at the tops of three perpendicular supports, crossbeam middle part with
A diagonal brace is fixedly mounted between ground, the bracket is two, and two bracket mirror images are symmetrical arranged, and place two between two rack beams
A cross bar, two cross bar parallel intervals, 6 clamping of a pair of of limited post by being welded on crossbeam respectively of the both ends of cross bar.
The cross bar includes basic cross bar 3 and lengthens cross bar 5, lengthens cross bar and is located between two basic cross bars, basis is horizontal
Bar is bolted with cross bar is lengthened, and is formed with multiple 9 connecting holes of bolt on basic cross bar and lengthening cross bar, passes through lengthening
The length of the adjustable entire cross bar of the link position of cross bar.
Uniform intervals bolt multiple wirerope 4 on lengthening cross bar, and a suspension hook 7 is bolted on each wirerope, described
Suspension hook using when hang over the main reinforcement of steel reinforcement cage and the junction of reinforcing rib.
The crossbeam, perpendicular support, diagonal brace, limited post are using welded connecting.Crossbeam, perpendicular support, diagonal brace are circular weld steel pipe,
Suspension hook is Fine Steel Casting iron material, band plate hook hook tabs.Wirerope is structural carbon steel wire material, both ends steel wire sling part.
Limited post uses bar material.
When the utility model is used, making frame structure first and setting up, then according to steel reinforcement cage diameter bolt
A pair of of limit intercolumniation that cross bar length is placed on crossbeam is regulated, then has been connected and fixed suspension hook with wirerope on cross bar, respectively
Two sides main reinforcement and reinforcing rib weld are hooked with suspension hook, that is, completes the fixation of lower section steel reinforcement cage 11, then is hung to crane
It saves steel reinforcement cage 10 and its pre-bending is welded, after the completion of welding, sling entire steel reinforcement cage (upper and lower two section is whole) with crane, unload power
Afterwards, hanging apparatus suspension hook is put down, cross bar is extracted out, transfers entire steel reinforcement cage.
Above-described is only preferred embodiments of the present invention, it is noted that for the ordinary skill of this field
For personnel, under the premise of not departing from utility model design, various modifications and improvements can be made, these belong to this reality
With novel protection scope.
Claims (3)
1. one kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus, it is characterised in that: including bracket, cross bar, wirerope,
Suspension hook and limited post, the bracket are two, and two bracket mirror images are symmetrical arranged, and two cross are placed between two rack beams
Bar, two cross bar parallel intervals, the both ends of cross bar are respectively by a pair of of the limited post clamping being welded on crossbeam, on cross bar
Even interval bolts multiple wirerope, bolts a suspension hook on each wirerope, the suspension hook using when hang over the master of steel reinforcement cage
The junction of muscle and reinforcing rib.
2. according to claim 1 for borehole filling pile cage of reinforcement overlapped hanging apparatus, it is characterised in that: described
Cross bar includes basic cross bar and lengthens cross bar, lengthens cross bar and is located between two basic cross bars, basic cross bar passes through with cross bar is lengthened
It is bolted, is formed with multiple bolt connecting holes on basic cross bar and lengthening cross bar.
3. according to claim 1 for borehole filling pile cage of reinforcement overlapped hanging apparatus, it is characterised in that: the branch
Frame includes crossbeam, perpendicular support, diagonal brace, is fixedly mounted with a crossbeam at the top of multiple perpendicular supports, is fixedly mounted with one between the middle part and ground of crossbeam
Diagonal brace.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820955109.4U CN208516837U (en) | 2018-06-21 | 2018-06-21 | One kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820955109.4U CN208516837U (en) | 2018-06-21 | 2018-06-21 | One kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus |
Publications (1)
Publication Number | Publication Date |
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CN208516837U true CN208516837U (en) | 2019-02-19 |
Family
ID=65326150
Family Applications (1)
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CN201820955109.4U Active CN208516837U (en) | 2018-06-21 | 2018-06-21 | One kind is for borehole filling pile cage of reinforcement overlapped hanging apparatus |
Country Status (1)
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CN (1) | CN208516837U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110904954A (en) * | 2019-12-13 | 2020-03-24 | 中冶建工集团有限公司 | Suspension rack for suspending steel reinforcement cage |
CN110904953A (en) * | 2019-12-13 | 2020-03-24 | 中冶建工集团有限公司 | Steel reinforcement cage suspension frame and installation method of super-long and super-heavy steel reinforcement cage |
-
2018
- 2018-06-21 CN CN201820955109.4U patent/CN208516837U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110904954A (en) * | 2019-12-13 | 2020-03-24 | 中冶建工集团有限公司 | Suspension rack for suspending steel reinforcement cage |
CN110904953A (en) * | 2019-12-13 | 2020-03-24 | 中冶建工集团有限公司 | Steel reinforcement cage suspension frame and installation method of super-long and super-heavy steel reinforcement cage |
CN110904954B (en) * | 2019-12-13 | 2021-03-23 | 中冶建工集团有限公司 | Suspension rack for suspending steel reinforcement cage |
CN110904953B (en) * | 2019-12-13 | 2021-11-23 | 中冶建工集团有限公司 | Steel reinforcement cage suspension frame and installation method of super-long and super-heavy steel reinforcement cage |
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