CN217150235U - Device for construction of manual hole digging cast-in-place pile - Google Patents
Device for construction of manual hole digging cast-in-place pile Download PDFInfo
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- CN217150235U CN217150235U CN202123363085.4U CN202123363085U CN217150235U CN 217150235 U CN217150235 U CN 217150235U CN 202123363085 U CN202123363085 U CN 202123363085U CN 217150235 U CN217150235 U CN 217150235U
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- 238000010276 construction Methods 0.000 title claims abstract description 34
- 239000002893 slag Substances 0.000 claims abstract description 34
- 239000000725 suspension Substances 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 20
- 239000010959 steel Substances 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000013049 sediment Substances 0.000 abstract description 9
- 238000000034 method Methods 0.000 description 2
- 241000282326 Felis catus Species 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
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Abstract
The utility model relates to a highway engineering technical field especially relates to a device that is used for artifical hole bored concrete pile construction of digging, including support frame, transverse slide, sediment lifting equipment and constructor equipment of lifting by crane from top to bottom, sediment lifting equipment can make the sediment bucket reciprocate, and constructor lifts by crane equipment from top to bottom can make the cage reciprocate. When the deep foundation pit is constructed, the device is arranged above the deep foundation pit under construction, and the generated residues are loaded in a slag bucket and hoisted to the outside through slag hoisting equipment; constructors stand in the suspension cages and are lifted up and down through the upper and lower lifting devices of the constructors, the slag lifting devices and the upper and lower lifting devices of the constructors are independent from each other, mutual operation is not affected basically, and normal construction is guaranteed. It is visible, the utility model is used for artifical device of digging hole bored concrete pile construction, simple structure, the hoist and mount residue of both being convenient for, the constructor of also being convenient for is from top to bottom, and the security is higher, is showing the efficiency of construction that has improved the deep basal pit.
Description
Technical Field
The utility model relates to a highway engineering technical field especially relates to a device that is used for manual work to dig hole bored concrete pile construction.
Background
The manual hole digging cast-in-place pile has the advantages of simple hole forming process, high single-pile bearing capacity, less equipment investment, easiness in quality control and the like, and is widely applied to construction sites where machinery cannot enter. To the construction of artifical bored concrete pile that digs, be the construction of the artifical deep basal pit of digging of advance, can produce the residue during the artifical deep basal pit that digs, constructor also need about in the deep basal pit, and at present, the residue is hoisted through simple hoist and mount setting, and constructor's upper and lower all is through climbing the cat ladder and realize, and constructor goes up the in-process consuming time down, the power consumption, about being not convenient for, the security is lower, influences the artifical bored concrete pile efficiency of construction that digs.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem provide a device for manual work is dug hole bored concrete pile and is under construction, the device both is convenient for hoist and mount residue, and the constructor of also being convenient for is from top to bottom, and the security is higher.
The utility model provides a technical scheme that its technical problem adopted is: the device for the construction of the manual hole digging cast-in-place pile comprises a support frame, a transverse slide way, a slag hoisting device and a constructor hoisting device up and down, wherein the transverse slide way is horizontally arranged at the upper part of the support frame;
the slag lifting equipment comprises a first steel wire rope, the first steel wire rope is connected with the slag barrel, the slag lifting equipment can enable the slag barrel to move up and down, the upper and lower lifting equipment of a constructor comprises a second steel wire rope, the second steel wire rope is connected with the lifting cage, and the upper and lower lifting equipment of the constructor can enable the lifting cage to move up and down.
Furthermore, the support frame comprises four support columns and four connecting cross rods, wherein the four support columns are arranged in parallel, and the tops of the four support columns are connected together by the four connecting cross rods.
Furthermore, the device also comprises at least one layer of reinforcing cross bar, and the reinforcing cross bar is connected with the two supporting upright posts.
Further, still include the concrete reinforcing ring, the support frame can be dismantled and set up on the concrete reinforcing ring.
Furthermore, the support frame is detachably arranged on the concrete reinforcing ring through an expansion bolt.
Further, the slag hoisting equipment is an electric hoist.
Further, the construction personnel lifts the equipment up and down by an electric hoist.
The utility model has the advantages that: the utility model is used for artifical device of digging hole bored concrete pile construction, including support frame, transverse slide, sediment lifting equipment and constructor lifting equipment from top to bottom, sediment lifting equipment can make the sediment bucket reciprocate, and constructor lifting equipment can make the cage reciprocate from top to bottom. When the deep foundation pit is constructed, the device is arranged above the deep foundation pit under construction, and the generated residues are loaded in a slag bucket and hoisted to the outside through slag hoisting equipment; constructors stand in the suspension cages and are lifted up and down through the upper and lower lifting devices of the constructors, the slag lifting devices and the upper and lower lifting devices of the constructors are independent from each other, mutual operation is not affected basically, and normal construction is guaranteed. It is visible, the utility model is used for artifical device of digging hole bored concrete pile construction, simple structure, the hoist and mount residue of both being convenient for, the constructor of also being convenient for is from top to bottom, and the security is higher, is showing the efficiency of construction that has improved the deep basal pit.
Drawings
FIG. 1 is a front view of a manual cast-in-place pile during construction;
FIG. 2 is a side view of a manual cast-in-place pile during construction;
the label is: the device comprises a support frame 1, a support upright post 11, a connecting cross rod 12, a transverse slide 2, a slag lifting device 3, a first steel wire rope 31, a second steel wire rope 41, a constructor lifting device 4, a slag bucket 5, a suspension cage 6, a concrete reinforcing ring 7 and a deep foundation pit 8.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the following detailed description.
As shown in fig. 1 and 2, the utility model discloses a device for manual hole digging bored concrete pile construction, including support frame 1, transverse slide 2, sediment lifting means 3 and constructor lifting means 4 from top to bottom, transverse slide 2 level sets up on the upper portion of support frame 1, sediment lifting means 3 sets up on transverse slide 2, and sediment lifting means 3 can move about transverse slide 2, constructor lifting means 4 sets up on transverse slide 2 from top to bottom, and constructor lifting means 4 can move about transverse slide 2; the slag lifting equipment 3 comprises a first steel wire rope 31, the first steel wire rope 31 is connected with the slag barrel 5, the slag lifting equipment 3 can enable the slag barrel 5 to move up and down, the constructor lifting equipment 4 comprises a second steel wire rope 41, the second steel wire rope 41 is connected with the suspension cage 6, and the constructor lifting equipment 4 can enable the suspension cage 6 to move up and down.
When the deep foundation pit 8 is constructed, the device is arranged above the deep foundation pit 8 under construction, the generated residues are loaded in the slag barrel 5, and the slag hoisting equipment 3 operates to drive the first steel wire rope 31 to move upwards, so that the slag is hoisted to the outside through the slag hoisting equipment 3; constructors stand in the suspension cage 6, the constructors lift the equipment 4 up and down to operate, and the second steel wire rope 41 is driven to move up and down, so that the constructors can lift the equipment 4 up and down through the constructors, the slag lifting equipment 3 and the constructors lift the equipment 4 up and down independently, mutual operation is not affected basically, and normal construction is guaranteed. It is visible, the utility model is used for artifical device of digging hole bored concrete pile construction, simple structure, the hoist and mount residue of both being convenient for, the constructor of also being convenient for is from top to bottom, and the security is higher, is showing the efficiency of construction that has improved deep basal pit 8.
Specifically, its supporting role of support frame 1, as shown in fig. 1, fig. 2 again, the utility model discloses an optimal structure of support frame 1 is: the support frame 1 comprises four support columns 11 and four connecting cross rods 12 which are arranged in parallel, the tops of the four support columns 11 are connected together through the four connecting cross rods 12, and the support columns 11 and the connecting cross rods 12 are made of steel. In order to further improve the bulk strength of support frame 1, still include at least one deck and consolidate the horizontal pole, consolidate the horizontal pole and be connected with two support post 11, consolidate the horizontal pole and be the channel-section steel.
In order to further enhance the strength of the whole device and ensure the safety in use, as shown in fig. 1 and fig. 2, a concrete reinforcing ring 7 is further provided, the support frame 1 is detachably arranged on the concrete reinforcing ring 7, and the connection mode can adopt an expansion bolt embedded in the concrete reinforcing ring 7.
The slag hoisting equipment 3 is preferably an electric hoist, the hoisting equipment 4 for the constructors to hoist is preferably an electric hoist, the electric hoist is good in use stability, and the cost is relatively low. The transverse slide way 2 is made of I-shaped steel, and the rollers of the electric hoist are arranged on the I-shaped steel, so that the slag hoisting equipment 3 and the constructor hoisting equipment 4 up and down move left and right along the transverse slide way 2.
Claims (7)
1. A device for manual hole digging bored concrete pile construction, its characterized in that: the slag hoisting device comprises a support frame (1), a transverse slide way (2), a slag hoisting device (3) and a constructor hoisting device (4) up and down, wherein the transverse slide way (2) is horizontally arranged at the upper part of the support frame (1), the slag hoisting device (3) is arranged on the transverse slide way (2), the slag hoisting device (3) can move left and right along the transverse slide way (2), the constructor hoisting device (4) up and down is arranged on the transverse slide way (2), and the constructor hoisting device (4) can move left and right along the transverse slide way (2);
the slag lifting equipment (3) comprises a first steel wire rope (31), the first steel wire rope (31) is connected with the slag barrel (5), the slag lifting equipment (3) can enable the slag barrel (5) to move up and down, the constructor lifting equipment (4) comprises a second steel wire rope (41), the second steel wire rope (41) is connected with the suspension cage (6), and the constructor lifting equipment (4) can enable the suspension cage (6) to move up and down.
2. The apparatus for manual cast-in-place pile construction as claimed in claim 1, wherein: the supporting frame (1) comprises four supporting upright columns (11) and four connecting cross rods (12) which are arranged in parallel, and the tops of the four supporting upright columns (11) are connected together by the four connecting cross rods (12).
3. The apparatus for manual cast-in-place pile construction as claimed in claim 2, wherein: the reinforcing device also comprises at least one layer of reinforcing cross bar, and the reinforcing cross bar is connected with the two supporting upright posts (11).
4. An apparatus for manual cast-in-place pile construction as claimed in any one of claims 1 to 3, wherein: still include concrete reinforcing ring (7), support frame (1) can be dismantled and set up on concrete reinforcing ring (7).
5. The apparatus for manual cast-in-place pile construction as claimed in claim 4, wherein: the support frame (1) is detachably arranged on the concrete reinforcing ring (7) through expansion bolts.
6. The apparatus for manual cast-in-place pile construction as claimed in claim 1, wherein: the slag hoisting equipment (3) is an electric hoist.
7. The apparatus for manual cast-in-place pile construction as claimed in claim 1, wherein: the constructor lifting equipment (4) is an electric hoist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123363085.4U CN217150235U (en) | 2021-12-29 | 2021-12-29 | Device for construction of manual hole digging cast-in-place pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123363085.4U CN217150235U (en) | 2021-12-29 | 2021-12-29 | Device for construction of manual hole digging cast-in-place pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217150235U true CN217150235U (en) | 2022-08-09 |
Family
ID=82687146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123363085.4U Active CN217150235U (en) | 2021-12-29 | 2021-12-29 | Device for construction of manual hole digging cast-in-place pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217150235U (en) |
-
2021
- 2021-12-29 CN CN202123363085.4U patent/CN217150235U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231220 Address after: Room 3-5, 3rd Floor, Building 9, No. 377 Gaolong Avenue (Extension), Hangu Town, Jiulongpo District, Chongqing, 401329 Patentee after: 19th Metallurgical (Chongqing) Construction Engineering Co.,Ltd. Address before: No. 350, Renmin Street, East District, Panzhihua City, Sichuan Province Patentee before: CHINA 19TH METALLURGICAL GROUP Co.,Ltd. |
|
| TR01 | Transfer of patent right |