CN206256441U - A kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer - Google Patents
A kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer Download PDFInfo
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- CN206256441U CN206256441U CN201621367887.9U CN201621367887U CN206256441U CN 206256441 U CN206256441 U CN 206256441U CN 201621367887 U CN201621367887 U CN 201621367887U CN 206256441 U CN206256441 U CN 206256441U
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- steel
- cage
- guide plate
- inclined hole
- reinforcement cage
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Abstract
The utility model provides a kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer, belongs to cast-in-situ bored pile relevant apparatus field.It solves the problems, such as that existing inclined hole filling pile cage of reinforcement easily sink in inclined hole.The device of this guarantee inclined hole filling pile cage of reinforcement protective layer; including steel reinforcement cage; also include guide plate; guide plate is integrally bent to form bridge-like structure for bar shaped band steel; guide plate includes the supporting steel positioned at middle part; and respectively positioned at two blocks of connection steel at two ends; supporting steel is parallel with connection steel; guiding steel between connection steel and supporting steel by being obliquely installed is connected; two blocks of connection steel are welded and fixed with steel reinforcement cage outside respectively; and guide plate length direction is set along steel reinforcement cage axis direction, and steel reinforcement cage outside is spaced apart along own axes direction and is fixed with some guide plates.Steel reinforcement cage is glided in place along hole wall using steel is oriented to, and resistance can be reduced, while being difficult folder deposition slurry, be conducive to cast-in-place pile concrete to pour.
Description
Technical field
The utility model belongs to cast-in-situ bored pile relevant apparatus technical field, is related to a kind of guarantee inclined hole filling pile cage of reinforcement
The device of protective layer.
Background technology
Cast-in-situ bored pile has bearing capacity ability high due to it, easy construction, short time limit, low cost, without friction during construction,
Without land upheaval or sidesway, small is endangered to surrounding building, it is big using scope, it is adaptable to the advantages of various geological conditions, it is wide
In general all kinds of Structural Engineering bases of application.The logical line Yun Dong upstreams dolphin centre detached pier of raising in Jiangsu Province uses 4 pile footpath 1.0m
Drilled pile, wherein two be inclined hole bored concrete pile, slope ratio is 1:8, end detached pier sets the drill-pouring of 5 pile footpath 1.0m
Stake, a length of 20m of stake, wherein two is inclined hole bored concrete pile, slope ratio is 1:8.Inclined hole bored concrete pile is not that (casing does not extend full casing
To bottom hole), when framework of steel reinforcement is put into, can be trapped into the lower wall in hole, therefore there should be guide device when in place.
Simple guiding facility is the colligation concrete tray in the downside cage bar of framework of steel reinforcement, and its size should make steel
The gravity that muscle is pressed in hole wall will not be absorbed in hole wall.The more difficult control of tray number, tray is few, it is impossible to effectively support, it is impossible to ensure
Protective layer thickness；The too many concrete that would interfere with overflows liter upwards.And tray is larger to the resistance of concrete, easy folder deposition slurry.
The content of the invention
The purpose of this utility model is directed to the above-mentioned problems in the prior art, there is provided one kind avoids steel reinforcement cage from existing
It is sunk in inclined hole, and installs efficient, and can guarantee that the guarantee inclined hole filling pile cage of reinforcement protective layer of steel bar cage protecting layer thickness
Device.
The purpose of this utility model can be realized by following technical proposal：One kind ensures the protection of inclined hole filling pile cage of reinforcement
The device of layer, including steel reinforcement cage, it is characterised in that：Also include guide plate, guide plate is integrally bent to form bridge like for bar shaped band steel
Structure, guide plate includes the supporting steel positioned at middle part, and respectively positioned at two blocks of connection steel at two ends, supporting steel is put down with steel is connected
OK, the guiding steel between connection steel and supporting steel by being obliquely installed is connected, and two blocks of connection steel are welded with steel reinforcement cage outside respectively
It is fixed, and guide plate length direction is along the setting of steel reinforcement cage axis direction, and be spaced apart along own axes direction on the outside of steel reinforcement cage
It is fixed with some described guide plates.
Fabrication of reinforcing cage is carried out according to design drawing in steel bar meter, and taper pile fabrication of reinforcing cage uses monolithic molding, wrong
The method that position is blocked, is welded in aperture, and guide plate is welded in steel reinforcement cage inclined-plane lower section at interval of 2m, due to having on guide plate
Skewed guiding steel, therefore steel reinforcement cage can be made to be glided in place along hole wall using steel is oriented to, and resistance can be reduced, while being difficult folder product
Mud, is conducive to cast-in-place pile concrete to pour.
In a kind of device of above-mentioned guarantee inclined hole filling pile cage of reinforcement protective layer, steel also is fixed including bar shaped, it is fixed
Steel two ends are connected steel with two pieces and connect by bolt respectively, and fixed steel and fixation of being fitted on the outside of steel reinforcement cage.
Therefore guide plate overall structure stabilization is ensured using fixed steel, it is to avoid supporting steel caves in.
In a kind of device of above-mentioned guarantee inclined hole filling pile cage of reinforcement protective layer, described fixed steel is with guide plate
Integrative-structure, and fixed steel is that any one piece of connection steel end is bent to form.
Therefore overall structure is simple, easy for installation.
In a kind of device of above-mentioned guarantee inclined hole filling pile cage of reinforcement protective layer, described some guide plates are respectively positioned on
Reinforcing bar lorhumb line side, and consecutive directing plates interval 2m, are oriented to plate thickness 5mm, width 100mm, and guide plate is in steel reinforcement cage axle
The length in line direction is 400mm.
In a kind of device of above-mentioned guarantee inclined hole filling pile cage of reinforcement protective layer, described steel reinforcement cage end is to itself
Bending in axis direction.
In order to ensure steel reinforcement cage has enough protective layer thickness, steel reinforcement cage ends curved inwards.
Compared with prior art, the utility model has the following advantages that：
Fabrication of reinforcing cage is carried out according to design drawing in steel bar meter, and taper pile fabrication of reinforcing cage uses monolithic molding, wrong
The method that position is blocked, is welded in aperture, and guide plate is welded in steel reinforcement cage inclined-plane lower section at interval of 2m, due to having on guide plate
Skewed guiding steel, therefore steel reinforcement cage can be made to be glided in place along hole wall using steel is oriented to, and resistance can be reduced, while being difficult folder product
Mud, is conducive to cast-in-place pile concrete to pour.
Brief description of the drawings
Fig. 1 is present apparatus use state figure.
Fig. 2 is present apparatus structural representation.
In figure,
1st, steel reinforcement cage；
2nd, guide plate；21st, supporting steel；22nd, it is oriented to steel；23rd, steel is connected；24th, fixed steel.
Specific embodiment
The following is specific embodiment of the utility model and with reference to accompanying drawing, further is made to the technical solution of the utility model
Description, but the utility model is not limited to these embodiments.
As depicted in figs. 1 and 2, a kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer of the utility model, including steel
Muscle cage 1, also including guide plate 2, guide plate 2 is integrally bent to form bridge-like structure for bar shaped band steel, and guide plate 2 includes being located at middle part
Supporting steel 21, and respectively positioned at two blocks of two ends connection steel 23, supporting steel 21 is parallel with connection steel 23, connection steel 23 with prop up
Connected by the guiding steel 22 being obliquely installed between support steel 21, two blocks of connection steel 23 are welded and fixed with the outside of steel reinforcement cage 1 respectively, and
The length direction of guide plate 2 is set along the axis direction of steel reinforcement cage 1, and the outside of steel reinforcement cage 1 is spaced apart fixation along own axes direction
There are some guide plates 2.
Further, steel 24 also is fixed including bar shaped, the fixed two ends of steel 24 are connected steel 23 and connect by bolt with two pieces respectively
Connect, and fixed steel 24 and fixation of being fitted on the outside of steel reinforcement cage 1.Fixed steel 24 is structure as a whole with guide plate 2, and fixed steel 24 is to appoint
One piece of connection steel 23 end of meaning is bent to form.Some guide plates 2 are respectively positioned on the axis side of steel reinforcement cage 1, and consecutive directing plates 2 are spaced
2m, guide plate 2 thickness 5mm, width 100mm, and guide plate 2 is 400mm in the length of the axis direction of steel reinforcement cage 1.The end of steel reinforcement cage 1
Portion curves inwardly to own axes side.
Steel reinforcement cage 1 makes to be carried out according to design drawing in steel bar meter, and taper pile steel reinforcement cage 1 makes and uses monolithic molding,
The method that dislocation is blocked, is welded in aperture, and guide plate 2 is welded in the inclined-plane of steel reinforcement cage 1 lower section at interval of 2m, due to guide plate 2
It is upper that there is skewed guiding steel 22, therefore steel reinforcement cage 1 can be made to be glided in place along hole wall using steel 22 is oriented to, and resistance can be reduced,
Folder deposition slurry is difficult simultaneously, is conducive to cast-in-place pile concrete to pour.
Specific embodiment described herein is only to the utility model spirit explanation for example.The utility model institute
Category those skilled in the art can make various modifications or supplement or using similar to described specific embodiment
Mode substitute, but without departing from spirit of the present utility model or surmount scope defined in appended claims.
Although more having used steel reinforcement cage 1, guide plate 2, supporting steel 21, guiding steel 22, connection steel 23, fixed steel herein
24 grade terms, but it is not precluded from using the possibility of other terms.Using these terms just for the sake of more easily description and
Explain essence of the present utility model；Being construed as any additional limitation is disagreed with the utility model spirit
's.
Claims (5)
1. a kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer, including steel reinforcement cage (1), it is characterised in that：Also include leading
To plate (2), guide plate (2) is integrally bent to form bridge-like structure for bar shaped band steel, and guide plate (2) includes the supporting steel positioned at middle part
(21), and respectively positioned at two pieces of connections steel (23) at two ends, supporting steel (21) is parallel with connection steel (23), connection steel (23) and
Connected by the guiding steel (22) that is obliquely installed between supporting steel (21), two pieces of connections steel (23) respectively with steel reinforcement cage (1) outside
It is welded and fixed, and guide plate (2) length direction is set along steel reinforcement cage (1) axis direction, and steel reinforcement cage (1) outside is along own axes
Direction is spaced apart and is fixed with some described guide plates (2).
2. it is according to claim 1 it is a kind of ensure inclined hole filling pile cage of reinforcement protective layer device, it is characterised in that：Also wrap
Include bar shaped and fix steel (24), fixed steel (24) two ends are connected steel (23) with two pieces and connect by bolt respectively, and fixed steel (24)
With fixation of being fitted on the outside of steel reinforcement cage (1).
3. it is according to claim 2 it is a kind of ensure inclined hole filling pile cage of reinforcement protective layer device, it is characterised in that：It is described
Fixed steel (24) be structure as a whole with guide plate (2), and fixed steel (24) is any one piece of connection steel (23) end bent
Into.
4. it is according to claim 3 it is a kind of ensure inclined hole filling pile cage of reinforcement protective layer device, it is characterised in that：It is described
Some guide plates (2) be respectively positioned on steel reinforcement cage (1) axis side, and consecutive directing plates (2) interval 2m, guide plate (2) thickness
5mm, width 100mm, and guide plate (2) is 400mm in the length of steel reinforcement cage (1) axis direction.
5. it is according to claim 4 it is a kind of ensure inclined hole filling pile cage of reinforcement protective layer device, it is characterised in that：It is described
Steel reinforcement cage (1) end curved inwardly to own axes side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621367887.9U CN206256441U (en) | 2016-12-13 | 2016-12-13 | A kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621367887.9U CN206256441U (en) | 2016-12-13 | 2016-12-13 | A kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206256441U true CN206256441U (en) | 2017-06-16 |
Family
ID=59029356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621367887.9U Expired - Fee Related CN206256441U (en) | 2016-12-13 | 2016-12-13 | A kind of device for ensureing inclined hole filling pile cage of reinforcement protective layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206256441U (en) |
-
2016
- 2016-12-13 CN CN201621367887.9U patent/CN206256441U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170616 Termination date: 20211213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |