CN207032224U - A kind of device for controlling filling pile cage of reinforcement cage top absolute altitude - Google Patents
A kind of device for controlling filling pile cage of reinforcement cage top absolute altitude Download PDFInfo
- Publication number
- CN207032224U CN207032224U CN201720934875.8U CN201720934875U CN207032224U CN 207032224 U CN207032224 U CN 207032224U CN 201720934875 U CN201720934875 U CN 201720934875U CN 207032224 U CN207032224 U CN 207032224U
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- CN
- China
- Prior art keywords
- cage
- frame
- reinforcement cage
- steel
- absolute altitude
- 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
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Abstract
The utility model discloses a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude, solve to control rising of steel cage, generally use ￠ more than 16 two level steel is as steel reinforcement cage hanging steel bar, but because rigidity is inadequate, when irrigating concrete, the problem of band etc. causes rising of steel cage on easy generation concrete jacking, conduit, its drip irrigation device is：Including frame and the vertical brace rod for being arranged in frame, end face is fixedly connected with the fixture for fixing brace rod to the frame thereon, the frame is provided with the pressure pipe set for being sheathed on brace rod in its lower surface, the pressure pipe is placed on one end away from frame and is connected in steel reinforcement cage cage bar to limit rising of steel cage, a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude of the present utility model, effectively reduce the possibility of rising of steel cage.
Description
Technical field
It the utility model is related to a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude.
Background technology
In bridges and culverts or high-building construction, basis being may require as requested and is driven piles, method is to use to utilize machine
Device punching and water mill drilling, and hole depth reaches design requirement, then transfers steel reinforcement cage to stake holes, is inserted into conduit and carries out coagulation
Soil cast, in addition, when concrete structure is column or strip component, the center portion thereof point does not need arrangement of reinforcement, only in coagulation
Configuration reinforcement under the face of native component ingress of air.If this component is independent, we set this component periphery
Reinforcing bar is made in advance, and this is exactly steel reinforcement cage.Generally our steel pre-productions such as cast-in-situ bored pile, caisson, columns
For muscle structure steel reinforcement cage, steel reinforcement cage primarily function is similarly, mainly to play drawing-resistant function with the stress of pillar longitudinal reinforcement, is mixed
The compression strength height but tensile strength for coagulating soil are very low.Constraint is played a part of to pile concrete, makes it to bear certain
Horizontal force.
During reality uses steel reinforcement cage, when filling concrete to steel reinforcement cage bottom, due to the concrete self-conductance of cast
The pressure that pipe is routed up from bottom to top is larger, and support has moved rising of steel cage；Or due to concrete because the duration of pouring is longer, closely just
Solidifying, surface forms duricrust, and concrete has certain bond stress with steel reinforcement cage, and concrete will be pushed up upwards after conduit is routed up with certain speed
Rise, while also drive steel reinforcement cage to move up, and with the floating of steel reinforcement cage, difficulty of construction is gently then added, reduces production efficiency,
Reinforcement structure that is heavy then destroying pile foundation, the quality of pile foundation is influenceed, until the pile foundation is thoroughly scrapped.
To control rising of steel cage, generally use ￠ more than 16 two level steel is as steel reinforcement cage hanging steel bar, but due to rigidity not
Enough, when irrigating concrete, band etc. causes rising of steel cage on easy generation concrete jacking, conduit, also improved space.
Utility model content
The purpose of this utility model is to provide a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude, effectively reduces steel
The possibility that muscle cage floats.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of device for controlling filling pile cage of reinforcement cage top absolute altitude, including frame and the vertical support for being arranged in frame
Muscle, end face is fixedly connected with the fixture for fixing brace rod to the frame thereon, and the frame is provided with its lower surface
The pressure pipe set of brace rod is sheathed on, the pressure pipe is placed on one end away from frame and is connected in steel reinforcement cage cage bar to limit steel reinforcement cage
Float.
Using such scheme, effectively realized to the spacing fixation of brace rod, and then realized to the spacing of pressure pipe set by fixture
The floating being provided with beneficial to limitation steel reinforcement cage that is fixed, and being covered by pressure pipe.
Preferably, also include being disposed in proximity to frame side and both ends are threadedly connected to pressure pipe set to adjust pressure pipe respectively
Set is connected to the screw mandrel of the pressure of steel reinforcement cage cage bar.
Using such scheme, the regulation that position is covered to pressure pipe is facilitated by the setting of screw mandrel, by covering position to pressure pipe
Regulation, be advantageous to user and pass through regulation effectively to strengthen to the spacing of steel reinforcement cage cage bar, avoid the floating of steel reinforcement cage.
Preferably, the brace rod is provided with reinforced slab in the side fixed cover beyond frame upper end face and is arranged in steel
The locating rod of gusset.
Using such scheme, pressure of the pressure pipe set to steel reinforcement cage cage bar can be increased indirectly by locating rod, further limit
The floating of steel reinforcement cage processed.
Preferably, some row's perforation are in set at equal intervals.
Using such scheme, perforated by some rows set at equal intervals and facilitate the shifting that brace rod is moved in user's understanding
It is dynamic.
Preferably, the locating rod is symmetrically threaded with bolt in its both ends, end face is set the fixture thereon
There is the screwed hole for bolt thread connection.
Using such scheme, the screwed hole that is set on the bolt and fixture set by locating rod both ends effectively facilitates pair
The fixation of locating rod, and pass through being fixed with beneficial to the longitudinal spacing further realized to brace rod to locating rod.
Preferably, symmetrically arranged bull stick is provided with the bolt.
Using such scheme, spiral shell can quickly be rotated without instrument beneficial to user by being provided with for bull stick on bolt
Bolt.
Preferably, the outer edge of the bull stick is set in circular arc.
Using such scheme, because the outer edge of bull stick is set in circular arc, effectively prevent user rotate bull stick when
Wait injured due to encountering sharp end.
Formed preferably, the brace rod is welded by hangs muscle and cage bar.
Using such scheme, because brace rod is to be welded to be formed by hangs muscle and cage bar, the structure of brace rod is effectively strengthened
Intensity.
In summary, the utility model has the advantages that：By the screwed hole that is set on fixture and fixture, with
And the reinforced slab worn for locating rod is effectively realized to the spacing of brace rod.
Brief description of the drawings
Fig. 1 is a kind of structural representation for the device for controlling filling pile cage of reinforcement cage top absolute altitude；
Fig. 2 is the enlarged diagram in A portions in Fig. 1.
In figure：1st, frame；2nd, brace rod；3rd, fixture；4th, pressure pipe set；5th, screw mandrel；6th, reinforced slab；7th, locating rod；8th, bolt；
9th, screwed hole；10th, bull stick.
Embodiment
It is described in further detail below in conjunction with 1,2 pair of the utility model of accompanying drawing.
It is a kind of disclosed in the present embodiment to control the device of filling pile cage of reinforcement cage top absolute altitude, including frame 1 and vertically wear
Located at the brace rod 2 of frame 1, frame 1 herein is a part for engineering driller, and brace rod 2 herein is by hangs muscle and cage bar weldering
Connect to be formed to improve the firmness of itself.
End face is fixedly connected with for fixing the fixture 3 of brace rod 2 to realize to the spacing of brace rod 2 frame 1 thereon,
Other frame 1 is provided with its lower surface and is sheathed on the pressure pipe set 4 of brace rod 2 and is connected to the main cage of steel reinforcement cage to improve sub- pipe sleeve
Contact area, pressure pipe set 4 are connected in steel reinforcement cage cage bar to limit rising of steel cage in one end away from frame 1.
In addition, moving up and down for convenience of regulation pressure pipe set 4, in addition to be disposed in proximity to the side of frame 1 and both ends and distinguish
Pressure pipe set 4 is threadedly connected to adjust the screw mandrel 5 that pressure pipe set 4 is connected to the pressure of steel reinforcement cage cage bar, can be with by rotary screw 5
The position of corresponding mobile pressure pipe set 4.
Brace rod 2 is provided with reinforced slab 6 in the side fixed cover beyond the upper surface of frame 1 and is arranged in determining for reinforced slab 6
Position bar 7, reinforced slab 6 is cylinder in being provided with some some perforation worn for locating rod, locating rod 7 on its vertical direction,
Some perforation are in be situated so as to staff at equal intervals to understand the distance now adjusted when adjusting position.
In addition on the basis of above-mentioned setting, locating rod 7 is symmetrically threaded with bolt 8 in its both ends, and fixture 3 is thereon
End face is provided with the screwed hole 9 being threadedly coupled for bolt 8, can be realized accordingly to branch by the fixation of bolt 8 and screwed hole 9
The fixation of muscle 2 is supportted, while symmetrically arranged bull stick 10 effectively facilitates staff in the case of no instrument on bolt 8
Can also regulating bolt 8, and the outer edge of bull stick 10 avoids user in circular arc setting and encountered in use accordingly
Wedge angle.
Specific operating process is as follows：
Corresponding regulation pressure pipe covers 4 position as needed in use, and regulation herein can be by rotating silk
Bar 5 is carried out, and is kept preferable stability to keep wearing the brace rod 2 being fixed in pressure pipe set 4 in addition, is not only passed through setting
Brace rod 2 is fixed fixture 3 in frame 1, also by compressing locating rod 7 effectively to realize the positioning to brace rod 2,
Brace rod 2 is effectively prevent to be moved in use.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (7)
1. a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude, it is characterized in that：It is arranged in including frame (1) and vertically machine
The brace rod (2) of frame (1), end face is fixedly connected with the fixture (3) for fixing brace rod (2), institute to the frame (1) thereon
State frame (1) and the pressure pipe set (4) for being sheathed on brace rod (2) is provided with its lower surface, the pressure pipe set (4) is in away from frame
(1) one end is connected in steel reinforcement cage cage bar to limit rising of steel cage.
2. a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude according to claim 1, it is characterized in that：Also include setting
Frame (1) side and both ends are disposed adjacent to be threadedly connected to pressure pipe set (4) respectively and be connected to steel reinforcement cage master to adjust pressure pipe set (4)
The screw mandrel (5) of the pressure of muscle.
3. a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude according to claim 1, it is characterized in that：The support
Muscle (2) is provided with reinforced slab (6) in the side fixed cover beyond frame (1) upper surface and is arranged in the locating rod of reinforced slab (6)
(7)。
4. a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude according to claim 3, it is characterized in that：The positioning
Bar (7) is symmetrically threaded with bolt (8) in its both ends, and end face is provided with for bolt (8) screw thread company the fixture (3) thereon
The screwed hole (9) connect.
5. a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude according to claim 4, it is characterized in that：The bolt
(8) symmetrically arranged bull stick (10) is provided with.
6. a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude according to claim 5, it is characterized in that：The bull stick
(10) outer edge is set in circular arc.
7. a kind of device for controlling filling pile cage of reinforcement cage top absolute altitude according to claim 1, it is characterized in that：The support
Muscle (2) is welded by hangs muscle and cage bar to be formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720934875.8U CN207032224U (en) | 2017-07-28 | 2017-07-28 | A kind of device for controlling filling pile cage of reinforcement cage top absolute altitude |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720934875.8U CN207032224U (en) | 2017-07-28 | 2017-07-28 | A kind of device for controlling filling pile cage of reinforcement cage top absolute altitude |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032224U true CN207032224U (en) | 2018-02-23 |
Family
ID=61463186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720934875.8U Expired - Fee Related CN207032224U (en) | 2017-07-28 | 2017-07-28 | A kind of device for controlling filling pile cage of reinforcement cage top absolute altitude |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207032224U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792112A (en) * | 2019-10-22 | 2020-02-14 | 中冶天工集团有限公司 | Device and method for measuring floating of steel reinforcement cage in cast-in-place pile complete casing |
-
2017
- 2017-07-28 CN CN201720934875.8U patent/CN207032224U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110792112A (en) * | 2019-10-22 | 2020-02-14 | 中冶天工集团有限公司 | Device and method for measuring floating of steel reinforcement cage in cast-in-place pile complete casing |
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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: 20180223 Termination date: 20190728 |