CN214423347U - Manual hole digging pile with pouring function - Google Patents
Manual hole digging pile with pouring function Download PDFInfo
- Publication number
- CN214423347U CN214423347U CN202120095822.8U CN202120095822U CN214423347U CN 214423347 U CN214423347 U CN 214423347U CN 202120095822 U CN202120095822 U CN 202120095822U CN 214423347 U CN214423347 U CN 214423347U
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- ground pump
- hole digging
- pipe
- pile body
- digging pile
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Abstract
The utility model discloses an artificial hole digging pile with pouring function, which comprises a hole digging pile body and a reinforcing steel bar support arranged in the hole digging pile body, wherein a ground pump is connected above the hole digging pile body, a ground pump pipe is connected on the ground pump, the ground pump pipe extends downwards to the bottom of the hole digging pile body, and a vibrating device for controlling the vibration of the ground pump pipe is arranged on the ground pump. The construction quality is high, the vibration of operators is not needed, and the use is safe.
Description
Technical Field
The utility model relates to a building engineering construction field especially relates to an artifical bored pile with pour function.
Background
The manual hole digging pile is a reinforced concrete pile which is manually dug and cast in place. The manual hole digging pile is generally thicker in diameter, the thinnest is more than 800 millimeters, the manual hole digging pile can bear a structural main body with fewer floors and higher pressure, and the application is common. When the manual hole digging pile is used, a hole is formed by adopting a manual digging method, then a steel reinforcement cage is placed, and concrete is poured. The conventional construction process for pouring concrete in the conventional manhole digging pile is that (1) the concrete of the pile body is finished once from the pile bottom to the pile top elevation. If the construction chain is necessary to be left due to special reasons such as power failure, a proper amount of short reinforcing steel bars can be additionally inserted around the concrete surface. Before pouring new concrete, the seam surface must be cleaned up, and no water or isolating substance is required. (2) The cast-in-place pile body concrete must be separated from the concrete surface by a chute and a string, and must not be thrown and shoveled or backed up at a well mouth for discharging so as to avoid concrete segregation and influence on the overall strength of the concrete. (3) During the concrete pouring process, attention is paid to prevent underground water from entering, and a water accumulation layer with the thickness of more than 50mm cannot exist, otherwise, the water layer on the surface area of the concrete is tried to be sucked and dried by a guide pipe, and the concrete is poured. If the water seepage amount is too large (>1m3/h), construction is carried out according to the underwater concrete operating rules. (4) And (3) pouring and compacting the concrete while adopting a method of combining the plug-in vibrator and manual compaction so as to ensure the compactness of the concrete. Firstly, because the existing manual hole digging pile has a simple structure, the pouring needs the steps of pouring and inserting at the same time, and is more complicated; secondly, the chute and the string barrel are placed during the existing pouring construction, so that concrete is easy to separate, and the overall strength is affected; thirdly, the quality is not good to be held in current manual hole digging pile pouring, needs constructor to get into the operation moreover, does not guarantee well to operating personnel's security.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a can avoid the concrete to take place to educe at transportation process, the concrete bulk strength is high, and construction quality is high, and is safe in utilization, easy operation's the artifical hole digging pile that has the function of pouring is provided.
In order to solve the technical problem, the technical solution of the utility model is that:
the utility model provides a manual hole digging pile with pour function, includes hole digging pile body and sets up the steel bar support in hole digging pile body, hole digging pile body top be connected with the ground pump, the ground pump on be connected with ground pump line, ground pump line downwardly extending to hole digging pile body bottom, the ground pump on be provided with the device that vibrates that controls ground pump line vibration.
Further, the ground pump pipe comprises a vertical pipe extending to the bottom of the dug pile body and a transverse pipe connected with the ground pump, and connecting pieces are directly arranged on the transverse pipe and the vertical pipe.
Furthermore, the connecting piece is an L-shaped connecting piece.
Furthermore, a bridge stool support used for supporting the ground pump pipe is arranged above the hole digging pile body, and the bridge stool support is movably connected with the ground pump pipe.
Furthermore, a support is arranged on the bridge stool support, and the ground pump pipe is laid on the support.
Furthermore, the vibrating device comprises a vibrating motor, and the vibrating motor is connected with a pump pipe.
The utility model has the advantages that:
the utility model discloses a set up the ground pump of connection on the dug hole stake body, ground pump line downwardly extending through with the ground pump is to dug hole stake body bottom, can directly carry the dug hole stake this internal with the concrete, avoided directly pouring into from the top and leaded to the concrete in transportation process each composition because gravity is different and take place the phenomenon of educing, this application is still through being provided with the vibrator that controls ground pump line vibration on the ground pump, can realize carrying concrete just can vibrate on one side, the step of pouring the limit and inserting the reality has been saved to the current pouring, moreover, because pouring the in-process, the concrete is from up stack down, process that does not stop in the stack vibrates, the effectual bulk strength that has improved the concrete, construction quality is high, need not the operating personnel and vibrates, safety in utilization.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
fig. 2 is a schematic top view of the present invention;
in the figure: 3-digging a hole pile body; 4-a steel bar support; 1-a ground pump pipe; 11-a transverse tube; 12-a standpipe; 2-bridge stool support; 5-a ground pump; 6-a vibrating device; 13-a connector;
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments. It should be noted that the technical features related to the embodiments of the present invention described below may be combined with each other as long as they do not conflict with each other.
In order to solve current manual hole digging pile when carrying out concrete placement, the concrete takes place to educe, and concrete bulk strength is low, the poor problem of construction quality, and this application discloses a manual hole digging pile with pour function, as figure 1, figure 2 shows, includes:
the hole digging pile comprises a hole digging pile body 3 and a steel bar support 4 arranged in the hole digging pile body 3, wherein a ground pump 5 is connected above the hole digging pile body 3, a ground pump pipe 1 is connected onto the ground pump 5, the ground pump pipe 1 extends downwards to the bottom of the hole digging pile body 3, an output port of the ground pump pipe 1 is located at the bottom of the hole digging pile body 3, and a vibrating device 6 for controlling the vibration of the ground pump pipe 1 is arranged on the ground pump 5. Preferably, the ground pump pipe 1 comprises a vertical pipe 12 extending to the bottom of the dug pile body 3 and a horizontal pipe 11 connected with the ground pump, and the horizontal pipe 11 and the vertical pipe 12 are directly provided with a connecting piece 13. Preferably, the connecting member 13 is an L-shaped connecting member 13. The ground pump pipe 1 transports concrete through the cross pipe 11 and the vertical pipe 12.
Preferably, a bridge stool support 2 for supporting the ground pump pipe 1 is arranged above the bored pile body 3, and the bridge stool support 2 is movably connected with the ground pump pipe 1. Preferably, a support is arranged on the bridge stool support 2, and the ground pump pipe 1 is laid on the support. The bridge stool supports 2 are generally movably detachable and arranged according to specific support requirements, and a plurality of bridge stool supports 2 are generally arranged on the transverse tube 11.
Preferably, the vibrating device 6 comprises a vibrating motor, and the vibrating motor is connected with the ground pump pipe 1. Can control the vibration that whole ground pump line 1 was not stopped when transmission concrete reachs the 3 bottoms of bored concrete pile body through vibrating motor, realize the effect of vibrating of concrete to effectual concrete compaction with the bottom.
The utility model discloses a theory of use is:
arrange the excavation pile body 3 that this application corresponds at the job site, then lay reinforcing bar support 4 in excavation pile body 3, lay and accomplish the back through connecting left ground pump with excavation pile body 3, pump line 1 with ground pump connection, and with 1 downwardly extending of ground pump line to excavation pile body 3 bottoms, make the delivery outlet of ground pump line 1 be located excavation pile body 3 bottoms, then carry the concrete for excavation pile body 3 through the ground pump, in transportation process, the motor that vibrates through control vibrating device 6 starts, realize the effectual compacted concrete of vibration that ground pump line 1 does not stop. This application can directly carry the bored concrete pile body 3 in with the concrete, avoided directly pouring into from the top and leaded to the concrete in transportation process each composition because gravity is different and take place the phenomenon of segregation, and saved the current step of pouring the limit and inserting the reality of pouring, moreover, because pouring the in-process, the concrete is from up superposing down, the process that does not stop in the stack vibrates, the effectual bulk strength that improves the concrete, construction quality is high, need not operating personnel and vibrates, safety in utilization.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the technical scope of the present invention, so that all changes and modifications made according to the claims and the specification of the present invention should fall within the scope covered by the present invention.
Claims (6)
1. The utility model provides an artifical bored pile with pour function, includes bored pile body and sets up at this internal steel bar support of bored pile, its characterized in that: the upper part of the pile body is connected with a ground pump, the ground pump is connected with a ground pump pipe, the ground pump pipe extends downwards to the bottom of the pile body, and the ground pump is provided with a vibrating device for controlling the vibration of the ground pump pipe.
2. The manual hole digging pile with the pouring function according to claim 1, is characterized in that: the ground pump pipe comprises a vertical pipe extending to the bottom of the dug pile body and a transverse pipe connected with the ground pump, and connecting pieces are directly arranged on the transverse pipe and the vertical pipe.
3. The manual hole digging pile with the pouring function according to claim 2, is characterized in that: the connecting piece be L type connecting piece.
4. The manual hole digging pile with the pouring function according to claim 1, is characterized in that: a bridge stool support used for supporting the ground pump pipe is arranged above the dug pile body, and the bridge stool support is movably connected with the ground pump pipe.
5. The manual hole digging pile with the pouring function according to claim 4, is characterized in that: the bridge stool support is provided with a support, and the ground pump pipe is laid on the support.
6. The manual hole digging pile with the pouring function according to claim 1, is characterized in that: the vibrating device comprises a vibrating motor, and the vibrating motor is connected with a ground pump pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120095822.8U CN214423347U (en) | 2021-01-14 | 2021-01-14 | Manual hole digging pile with pouring function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120095822.8U CN214423347U (en) | 2021-01-14 | 2021-01-14 | Manual hole digging pile with pouring function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214423347U true CN214423347U (en) | 2021-10-19 |
Family
ID=78056157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120095822.8U Active CN214423347U (en) | 2021-01-14 | 2021-01-14 | Manual hole digging pile with pouring function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214423347U (en) |
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2021
- 2021-01-14 CN CN202120095822.8U patent/CN214423347U/en active Active
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