CN207061644U - A kind of borehole filling pile cage of reinforcement lowering equipment - Google Patents
A kind of borehole filling pile cage of reinforcement lowering equipment Download PDFInfo
- Publication number
- CN207061644U CN207061644U CN201720999263.7U CN201720999263U CN207061644U CN 207061644 U CN207061644 U CN 207061644U CN 201720999263 U CN201720999263 U CN 201720999263U CN 207061644 U CN207061644 U CN 207061644U
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- CN
- China
- Prior art keywords
- support bar
- floating
- reinforcement
- revotating card
- suspension ring
- 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 borehole filling pile cage of reinforcement lowering equipment, including support bar, two hangs muscles, anti-floating locating rod and anti-floating clasp；The length of the support bar is more than the external diameter of the casing for bored pile construction；The hangs muscle is made up of suspension ring, vertical bars and revotating card, and the suspension ring and revotating card are individually fixed in the both ends of vertical bars；The revotating card is hook-shape structure, and its end is connected by baffle plate with vertical bars；The anti-floating locating rod is symmetrically fixed on the outer wall of casing both sides；The support bar is placed horizontally at the top opening of casing, and described hangs muscle one end hooks dowel on the inside of steel reinforcement cage by revotating card, and the other end is suspended on support bar by suspension ring；The both ends of the support bar are connected by anti-floating clasp with anti-floating locating rod respectively.The utility model, which solves the problems, such as that conventional borehole filling pile cage of reinforcement hangs muscle can not be reused, causes reinforcing bar loss big, and the device has the characteristics that making is simple and convenient to operate.
Description
Technical field
It the utility model is related to a kind of steel reinforcement cage lowering equipment, and in particular to a kind of borehole filling pile cage of reinforcement hangs dress
Put.
Background technology
In bored pile construction, conventional borehole filling pile cage of reinforcement installation method is, using hangs muscle directly and steel
The mode of muscle cage welding.This mode hangs muscle can not be reused, and cause huge reinforcing bar loss, and site operation is wasted time and energy
And the problems such as easily causing rising of steel cage.
Utility model content
Purpose of utility model：The utility model purpose is in view of the shortcomings of the prior art, there is provided a kind of cast-in-situ bored pile
Steel reinforcement cage lowering equipment, solve the problems, such as that the loss of conventional borehole filling pile cage of reinforcement hangs muscle reinforcing bar is big, and the device has system
The features such as being simple and convenient to operate.
Technical scheme：Borehole filling pile cage of reinforcement lowering equipment described in the utility model, including support bar, two hangs muscles,
Anti- floating locating rod and anti-floating clasp；
The length of the support bar is more than the external diameter of the casing for bored pile construction；
The hangs muscle is made up of suspension ring, vertical bars and revotating card, and the suspension ring and revotating card are individually fixed in the both ends of vertical bars；
The revotating card is hook-shape structure, and its end is connected by baffle plate with vertical bars；
The anti-floating locating rod is symmetrically fixed on the outer wall of casing both sides；
The support bar is placed horizontally at the top opening of casing, and described hangs muscle one end is hooked by revotating card to be connected on the inside of steel reinforcement cage
Muscle is connect, the other end is suspended on support bar by suspension ring；
The both ends of the support bar are connected by anti-floating clasp with anti-floating locating rod respectively.
Further, the baffle plate of the revotating card and its end is formed in one structure.
Further, the revotating card is formed with baffle plate by the cutting of 20mm steel plates.
Further, the vertical bars, suspension ring and anti-floating locating rod are formed using Φ 25mm reinforcement fabrications.
Beneficial effect：（1）The utility model solves the problems, such as that hangs muscle can not reuse, and reduces the loss of hangs muscle,
Cost is saved.
（2）The utility model can effectively prevent rising of steel cage, and certain economic benefit is created for project.
（3）The utility model is designed reasonably, simple in construction, easy to operate, using effect is notable, improves the efficiency of construction
And quality.
Brief description of the drawings
Fig. 1 is the structure chart of borehole filling pile cage of reinforcement lowering equipment described in the utility model.
In figure, 1, support bar；2nd, suspension ring；3rd, anti-floating clasp；4th, anti-floating locating rod；5th, vertical bars；6th, casing；7th, rotate
Card；8th, dowel；9th, steel reinforcement cage.
Embodiment
Technical solutions of the utility model are described in detail below by accompanying drawing, but the scope of protection of the utility model
It is not limited to the embodiment.
Embodiment 1：A kind of borehole filling pile cage of reinforcement lowering equipment, as shown in figure 1, including 1, two hangs muscle of support bar,
Anti- floating locating rod 4 and anti-floating clasp 3；The length of the support bar 1 is more than the outer of the casing 6 for bored pile construction
Footpath；The hangs muscle is made up of suspension ring 2, vertical bars 5 and revotating card 7, and the suspension ring 2 and revotating card 7 are individually fixed in the two of vertical bars 5
End；The revotating card 7 is hook-shape structure, and its end is connected by baffle plate with vertical bars 5；The anti-floating locating rod 4 is symmetrically fixed
On the both sides outer wall of casing 6；The support bar 1 is placed horizontally at the top opening of casing 6, and described hangs muscle one end passes through the hook of revotating card 7
The inner side dowel 8 of steel reinforcement cage 9 is played, the other end is suspended on support bar 1 by suspension ring 2；The both ends of the support bar 1 pass through respectively
Anti- floating clasp 3 is connected with anti-floating locating rod 4.
More specifically, support bar 1 is made of a φ 48 steel pipe, the length of support bar 1 is more than the external diameter of casing 6.
Hangs muscle is made up of suspension ring 2, vertical bars 5 and revotating card 7；Vertical bars 5 are made of the φ 25 of two certain lengths reinforcing bar；
Suspension ring 2 are made of φ 25 reinforcing bar, and the internal diameter of suspension ring 2 is 60mm, and suspension ring 2 are welded on the top of vertical bars 5；Revotating card 7 and gear
Plate is cut into by 20mm steel plates and formed, and its top and the bottom of vertical bars 5 are welded.
Anti- floating locating rod 4 is symmetrically welded on the both sides outer wall of casing 6 using Φ 25mm reinforcing bars, and anti-floating clasp 3 uses
Loop configuration is made in φ 25 reinforcing bar, and the both ends of support bar 1 are connected by anti-floating clasp 3 with anti-floating locating rod 4 respectively.
In concreting process, easily there is the phenomenon to float in steel reinforcement cage 9.Anti- floating clasp 3 is separately fixed at the both ends of support bar 1
It is to prevent the floating of the casting process of steel reinforcement cage 9 between anti-floating locating rod 4.
The application method of the borehole filling pile cage of reinforcement lowering equipment, comprises the following steps：
（1）Steel reinforcement cage 9 is lifted up into a well with crane；
（2）The revotating card 7 of hangs muscle is rotated, it is hooked the inner side dowel 8 of steel reinforcement cage 9；
（3）Suspension centre is changed onto revotating card 7, continues to transfer steel reinforcement cage 9；
（4）After steel reinforcement cage 9 is transferred in place, erected with support bar 1 on casing 6, the both ends of support bar 1 with it is anti-on floating fixed
Anti- floating clasp 3, then casting concrete are installed between the bar 4 of position；
（5）After filling concrete terminates, anti-floating clasp 3 is released, support bar 1 is taken out and is continuing with hangs muscle, next time.
As described above, although the utility model has been represented and described with reference to specific preferred embodiment, but it must not
It is construed to the limitation to the utility model itself.In the spirit and scope of the present utility model for not departing from appended claims and defining
Under the premise of, can various changes can be made in the form and details to it.
Claims (4)
- A kind of 1. borehole filling pile cage of reinforcement lowering equipment, it is characterised in that：Including support bar, two hangs muscles, anti-positioning of floating Bar and anti-floating clasp；The length of the support bar is more than the external diameter of the casing for bored pile construction；The hangs muscle is made up of suspension ring, vertical bars and revotating card, and the suspension ring and revotating card are individually fixed in the both ends of vertical bars；It is described Revotating card is hook-shape structure, and its end is connected by baffle plate with vertical bars；The anti-floating locating rod is symmetrically fixed on the outer wall of casing both sides；The support bar is placed horizontally at the top opening of casing, and described hangs muscle one end is hooked by revotating card and connected on the inside of steel reinforcement cage Muscle, the other end are suspended on support bar by suspension ring；The both ends of the support bar are connected by anti-floating clasp with anti-floating locating rod respectively.
- 2. borehole filling pile cage of reinforcement lowering equipment according to claim 1, it is characterised in that：The revotating card and its end The baffle plate at end is formed in one structure.
- 3. borehole filling pile cage of reinforcement lowering equipment according to claim 2, it is characterised in that：The revotating card and baffle plate Formed by the cutting of 20mm steel plates.
- 4. borehole filling pile cage of reinforcement lowering equipment according to claim 2, it is characterised in that：The vertical bars, suspension ring and Anti- floating locating rod is formed using Φ 25mm reinforcement fabrications.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720999263.7U CN207061644U (en) | 2017-08-11 | 2017-08-11 | A kind of borehole filling pile cage of reinforcement lowering equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720999263.7U CN207061644U (en) | 2017-08-11 | 2017-08-11 | A kind of borehole filling pile cage of reinforcement lowering equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207061644U true CN207061644U (en) | 2018-03-02 |
Family
ID=61520410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720999263.7U Expired - Fee Related CN207061644U (en) | 2017-08-11 | 2017-08-11 | A kind of borehole filling pile cage of reinforcement lowering equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207061644U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119184A (en) * | 2020-01-17 | 2020-05-08 | 中国建筑第四工程局有限公司 | Underground continuous wall core pile positioning and guiding device and method |
| CN111827273A (en) * | 2020-06-23 | 2020-10-27 | 中国五冶集团有限公司 | Adjustable used repeatedly's device and steel reinforcement cage elevation control structure of putting |
| CN112227354A (en) * | 2020-10-09 | 2021-01-15 | 大连交通大学 | Novel assembly type reinforcement cage and assembly method |
-
2017
- 2017-08-11 CN CN201720999263.7U patent/CN207061644U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119184A (en) * | 2020-01-17 | 2020-05-08 | 中国建筑第四工程局有限公司 | Underground continuous wall core pile positioning and guiding device and method |
| CN111827273A (en) * | 2020-06-23 | 2020-10-27 | 中国五冶集团有限公司 | Adjustable used repeatedly's device and steel reinforcement cage elevation control structure of putting |
| CN112227354A (en) * | 2020-10-09 | 2021-01-15 | 大连交通大学 | Novel assembly type reinforcement cage and assembly method |
| CN112227354B (en) * | 2020-10-09 | 2021-11-23 | 大连交通大学 | Assembled reinforcement cage and assembling method |
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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: 20180302 |