CN219930944U - Cast-in-place pile conduit integrated operation platform - Google Patents
Cast-in-place pile conduit integrated operation platform Download PDFInfo
- Publication number
- CN219930944U CN219930944U CN202320957794.5U CN202320957794U CN219930944U CN 219930944 U CN219930944 U CN 219930944U CN 202320957794 U CN202320957794 U CN 202320957794U CN 219930944 U CN219930944 U CN 219930944U
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- China
- Prior art keywords
- overflow baffle
- bottom plate
- operation platform
- integrated operation
- sewage
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- 239000010865 sewage Substances 0.000 claims abstract description 32
- 239000002002 slurry Substances 0.000 claims abstract description 27
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 238000003466 welding Methods 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 239000007788 liquid Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000010354 integration Effects 0.000 claims description 2
- 235000000396 iron Nutrition 0.000 claims description 2
- 238000005728 strengthening Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 238000011010 flushing procedure Methods 0.000 abstract description 7
- 239000002351 wastewater Substances 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000005406 washing Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 238000007599 discharging Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a cast-in-place pile guide pipe integrated operation platform in the technical field of pile foundation construction devices, which comprises a platform frame, a mud guard and a slurry discharge pipeline, wherein the platform frame comprises a bottom plate and upright posts connected to the bottom plate, the mud guard comprises a sewage retaining wall and a first overflow baffle which are arranged on the left side and the right side of the bottom plate, and a second overflow baffle and a third overflow baffle which are arranged on the front side and the rear side of the bottom plate, the bottom plate is obliquely arranged from the third overflow baffle to the third overflow baffle and from the overflow baffle to the sewage retaining wall, a slurry discharge port is formed in the sewage retaining wall, and the slurry discharge port is connected with the slurry discharge pipeline to discharge slurry into a slurry pond; the integrated operation platform of the device has the advantages of simple structure, easy manufacture, stable structure, convenient use and safety, can effectively keep the clean and orderly construction site of the cast-in-place pile, is not disordered, effectively recovers the flushing wastewater, has stronger practicability, and is suitable for being used in integrated construction sites such as house building, municipal administration, water conservancy and the like.
Description
Technical Field
The utility model relates to the technical field of pile foundation construction devices, in particular to a cast-in-place pile guide pipe integrated operation platform.
Background
At present, the construction technology of the bored pile is mature in China, generally, when a pile machine is purchased, a manufacturer only provides a guide pipe and a hopper, the guide pipe is scattered on the ground after equipment arrives at the site, and the guide pipe needs to be lifted to the vicinity of a pile hole in a section-by-section mode in the construction process, so that the construction cost is greatly increased, and the efficiency is low; in order to facilitate construction, experienced construction teams can adopt the steel bars to self-control the guide pipe storage rack, so that the guide pipe gathering problem can be solved, the guide pipe gathering problem is improved to a certain extent, but under the high-pressure environment of the current required safety and civilization construction, the safety of the platform rack and the slurry in the flushing process pollute the site construction environment, the waste of water resources is caused, and the basic idea of green construction is not met.
Disclosure of Invention
The utility model aims to overcome the defects in the prior art, and provides a cast-in-place pile guide pipe integrated operation platform which is firm and safe to use and simple and convenient to operate, and slurry drainage facilities are arranged to drain slurry, so that the pollution to the site construction environment is avoided, and the environment protection requirement is met.
The purpose of the utility model is realized in the following way: the utility model provides a bored concrete pile pipe integration operation platform, includes platform frame, fender and row thick liquid pipeline, the platform frame includes the bottom plate and connects the stand on the bottom plate, the fender is including setting up sewage barricade and overflow baffle one in the bottom plate left and right sides to and set up overflow baffle two and overflow baffle three in the bottom plate front and back both sides, the bottom plate is by the direction of overflow baffle to overflow baffle three and by the direction slope setting of overflow baffle to sewage barricade, set up the mud discharge mouth on the sewage barricade, the mud discharge mouth is connected and is discharged mud in the mud pit with mud.
When the utility model works, the bottom plate, the upright posts and the mud guard form an integrated operation platform for transportation and cleaning, so that the integral hoisting of the cast-in-place pile guide pipe is realized, the guide pipe can be orderly and safely extracted in the process of installation and extraction, and the washed waste water containing mud can be effectively collected during flushing, thereby being convenient for reuse. Compared with the prior art, the utility model has the beneficial effects that: the integrated operation platform of the device has the advantages of simple structure, easy manufacture, stable structure, convenient use and safety, can effectively keep the clean and orderly construction site of the cast-in-place pile, is not disordered, effectively recovers the flushing wastewater, has stronger practicability, and is suitable for being used in integrated construction sites such as house building, municipal administration, water conservancy and the like.
Further, the gradient range of the bottom plate from the overflow baffle to the overflow baffle in three directions and from the overflow baffle to the sewage retaining wall is 1-2%; the bottom plate slope sets up, can make the washing rivers under dead weight and bottom plate slope effect accelerate flowing into the pulp discharge mouth and discharge into the pulp discharge passageway in the washing process, shortens the washing time for construction progress reduction of erection time, has also avoided the scene to be polluted simultaneously, guarantees construction environment, and the washing rivers are collected the back and can be used once more through the sediment, reduces extravagant.
Further, the bottom plate is made of iron plates, the bottom plate is 3100x2000 x 4 mm in size, the upright posts are made of angle irons, the upright posts are welded at four angular positions of the bottom plate vertically upwards, and the upright posts are L50 x 5 mm in size.
Further, hanging holes for installing the U-shaped buckles are formed in the tops of the upright posts, and the aperture of each hanging hole is 2 cm; u-shaped buckles are arranged in the hanging holes and serve as hanging connection points.
Further, the sewage retaining wall, the overflow baffle I, the overflow baffle II and the overflow baffle III are all made of iron plates, the size of the sewage retaining wall is 2000 multiplied by 1000 multiplied by 2 mm, the size of the overflow baffle I is 2000 multiplied by 50 multiplied by 2 mm, and the sizes of the overflow baffle II and the overflow baffle III are 3100 multiplied by 50 multiplied by 2 mm; the arrangement of the mud guard can effectively prevent sewage in the platform frame from overflowing, plays a safety protection role in hoisting, and improves the safety performance of the cast-in-place pile conduit integrated operation platform in use.
Further, the slurry discharge port is formed in the lower portion of the sewage retaining wall, which is close to the three sides of the overflow baffle, and the aperture of the slurry discharge port is 5 cm.
Further, the stand columns are also connected with a support frame for reinforcing stability, each stand column is welded with two support frames on the mud guard adjacent to two sides, the support frames are made of reinforcing steel bars, and the distance between the welding point of the support frames on the mud guard and the connected stand columns is 50 cm.
Further, the diameter of the supporting frame is more than 20 mm.
Drawings
Fig. 1 is a front view of a cast-in-place pile guide pipe integrated operation platform according to the present utility model.
Fig. 2 is a left side view of the cast-in-place pile guide pipe integrated operation platform of the present utility model.
Fig. 3 is a top view of the cast-in-place pile guide pipe integrated operation platform of the present utility model.
Fig. 4 is a schematic structural view of a hanging buckle in the cast-in-place pile and conduit integrated operation platform of the present utility model.
Fig. 5 is a schematic view of the usage state of the integrated operation platform for the cast-in-place pile guide pipe of the present utility model.
In the upper diagram, 1 upright post, 2 bottom plate, 3 support frame, 4 sewage retaining wall, 5 overflow baffle one, 6 overflow baffle two, 7 overflow baffle three, 8 slurry discharge port, 9 slurry discharge pipeline, 10U knot, 11 mud pit.
Detailed Description
The integrated operation platform for the cast-in-place pile guide pipe shown in fig. 1-5 comprises a platform frame, a mud guard and a slurry discharge pipeline, wherein the platform frame comprises a bottom plate 2 and an upright post 1 connected to the bottom plate 2, the mud guard comprises a sewage retaining wall 4 and a first overflow baffle 5 which are arranged on the left side and the right side of the bottom plate 2, a second overflow baffle 6 and a third overflow baffle 7 which are arranged on the front side and the rear side of the bottom plate 2, the bottom plate 2 is obliquely arranged from the second overflow baffle 6 to the third overflow baffle 7 and from the first overflow baffle 5 to the sewage retaining wall 4, a slurry discharge port 8 is formed in the sewage retaining wall 4, and the slurry discharge port 8 is connected with the slurry discharge pipeline 9 to discharge slurry into a slurry pond 11.
The gradient range of the bottom plate 2 from the second overflow baffle 6 to the third overflow baffle 7 and from the first overflow baffle 5 to the sewage retaining wall 4 is 1-2%; the bottom plate 2 slope sets up, can make the washing rivers under dead weight and bottom plate 2 slope effect accelerate flowing into in the pulp discharging mouth 8 row and get into pulp discharging passageway 9 in the washing process, shortens the flushing time for construction progress shortens the time limit for a project, has also avoided the scene to be polluted simultaneously, guarantees construction environment, and the washing rivers are collected the back and can be used once more through the sediment, reduces extravagant.
The bottom plate 2 is made of iron plates, the size of the bottom plate 2 is 3100x2000 x 4 mm, the upright 1 is made of angle iron, the upright 1 is vertically welded at four corner positions of the bottom plate 2 upwards, and the size of the upright 1 is L50 x 5 mm.
The top of the upright column 1 is provided with a hanging hole for installing the U-shaped buckle 10, and the aperture of the hanging hole is 2 cm; a U-shaped buckle 10 is arranged in the hanging hole and is used as a hanging connection point.
The sewage retaining wall 4, the overflow baffle I5, the overflow baffle II 6 and the overflow baffle III 7 are all made of iron plates, the size of the sewage retaining wall 4 is 2000 multiplied by 1000 multiplied by 2 mm, the size of the overflow baffle I5 is 2000 multiplied by 50 multiplied by 2 mm, and the size of the overflow baffle II 6 and the overflow baffle III 7 is 3100 multiplied by 50 multiplied by 2 mm; the arrangement of the mud guard can effectively prevent sewage in the platform frame from overflowing, plays a safety protection role in hoisting, and improves the safety performance of the cast-in-place pile conduit integrated operation platform in use.
The slurry discharge port 8 is arranged at the lower part of one side of the sewage retaining wall 4 close to the overflow baffle III 7, and the aperture of the slurry discharge port 8 is 5 cm.
The stand columns 1 are also connected with support frames 3 used for reinforcing and stabilizing, each stand column 1 is welded with two support frames 3 on mud guards adjacent to two sides, each support frame 3 is made of reinforcing steel bars, the distance between a welding point of each support frame 3 on the mud guard and the connected stand column 1 is 50 cm, and the diameter of each support frame 3 is more than 2 cm.
Taking a cast-in-place pile guide pipe with a length of 3 m as an example, the size of the bottom plate 2 in the embodiment is 3100×2000×4 mm, the size of the upright posts is L50×5× 5 cm, the size of the sewage retaining wall 4 is 2000×1000×2 mm, the size of the overflow baffle one 5 is 2000×50×2 mm, and the sizes of the overflow baffle two 6 and the overflow baffle three 7 are 3100×50×2 mm; when the cast-in-place pile and conduit integrated operation platform is manufactured, upright posts 1 are welded at four corners of a bottom plate 2, the upright posts 1 are vertically upwards arranged, hanging holes are formed in the tops of the upright posts 1, U-shaped buckles 10 are installed in the hanging holes, a sewage retaining wall 4 is welded on one side of the bottom plate 2, an overflow baffle I5 is welded opposite to the sewage retaining wall 4, an overflow baffle II 6 and an overflow baffle III 7 are welded on the front side and the rear side of the bottom plate 2, and in order to ensure smooth water drainage during flushing, the bottom plate 2 needs to be installed from the overflow baffle II 6 to the overflow baffle III 7 and from the overflow baffle I5 to the sewage retaining wall 4 according to an inclined gradient of 1-2%; the stand column 1 is welded with a support frame 3 which is made of steel bars and has the diameter of more than 2 cm on mud guards adjacent to two sides, the distance between the welding point of the support frame 3 on the mud guards is 1 cm, the distance between the welding point of the support frame 3 and the stand column is connected with the stand column, the installation angle between the support frame 3 and a horizontal line is 45 degrees, and CO is adopted during welding 2 The gas shielded welding requires full and firm welding seams, and zinc coating paint is sprayed after welding slag is knocked off, so that the welding strength is prevented from being influenced by rust of connecting parts, and the use safety is ensured.
When the cast-in-place pile conduit integrated operation platform is used, an operator orderly places the conduits on the operation platform in sequence, when the conduit is required to be lowered for secondary hole cleaning after the reinforcement cage is installed, the operation platform is lifted to the vicinity of the hole opening by adopting a crane, the ground is firstly confirmed to be flat and firm before the lifting, no slurry pool exists around the operation platform, the safety of the operation environment is ensured, and then the conduits are sequentially used from the platform frame from top to bottom by using a crane or a self-contained winch of a pile machine; in the concrete pouring process, the guide pipe is required to be pulled out section by section, the pulled-out guide pipe is placed on the platform frame from bottom to top, mud and concrete can be reserved on the inner wall of the guide pipe in the pouring and pulling-out process, the inner wall of the guide pipe is washed by the water pipe after the placing on the platform frame is finished, water flows into the slurry discharging port due to the self weight and the gradient of the bottom plate 2 in the washing process, flows into the slurry pond 11 along the slurry pipe, the field site is prevented from being polluted, the purpose of construction and environmental protection is achieved, meanwhile, the collected sewage can be reused after sedimentation, and the waste of water resources is reduced. The integrated operation platform of the device has the advantages of simple structure, easy manufacture, stable structure, convenient use and safety, can effectively keep the clean and orderly construction site of the cast-in-place pile, is not disordered, effectively recovers the flushing wastewater, has stronger practicability, and is suitable for being used in integrated construction sites such as house building, municipal administration, water conservancy and the like.
The utility model is not limited to the above embodiments, and based on the technical solution disclosed in the utility model, a person skilled in the art may make some substitutions and modifications to some technical features thereof without creative effort according to the technical content disclosed, and all the substitutions and modifications are within the protection scope of the utility model.
Claims (8)
1. The utility model provides a bored concrete pile pipe integration operation platform which characterized in that: including platform frame, fender and row thick liquid pipeline, the platform frame includes the bottom plate and connects the stand on the bottom plate, the fender is including setting up sewage barricade and overflow baffle one in the bottom plate left and right sides to and set up overflow baffle two and overflow baffle three in the bottom plate front and back both sides, the bottom plate is by the direction of overflow baffle to overflow baffle three and by the direction slope setting of overflow baffle to sewage barricade, the row thick liquid mouth has been seted up on the sewage barricade, the row thick liquid pipeline is connected to the row thick liquid mouth and is discharged mud into the mud pit.
2. A bored pile pipe integrated operation platform according to claim 1, wherein: the gradient range of the bottom plate from the overflow baffle to the overflow baffle in three directions and from the overflow baffle to the sewage retaining wall in the direction of inclination is 1-2%.
3. A bored pile pipe integrated operation platform according to claim 1, wherein: the base plate is made of iron plates, the size of the base plate is 3100x2000 x 4 mm, the stand columns are made of angle irons, the stand columns are vertically welded at four corner positions of the base plate upwards, and the size of the stand columns is L50×50x5 mm.
4. A bored pile pipe integrated operation platform according to claim 3, wherein: hanging holes for installing the U-shaped buckles are formed in the tops of the upright posts, and the aperture of each hanging hole is 2 cm.
5. A bored pile pipe integrated operation platform according to claim 1, wherein: the sewage retaining wall, the overflow baffle I, the overflow baffle II and the overflow baffle III are all made of iron plates, the size of the sewage retaining wall is 2000 multiplied by 1000 multiplied by 2 mm, the size of the overflow baffle I is 2000 multiplied by 50 multiplied by 2 mm, and the sizes of the overflow baffle II and the overflow baffle III are 3100 multiplied by 50 multiplied by 2 mm.
6. A bored pile pipe integrated operation platform according to claim 1, wherein: the slurry discharge port is formed in the lower portion of the sewage retaining wall, which is close to the three sides of the overflow baffle, and the aperture of the slurry discharge port is 5 cm.
7. A bored pile pipe integrated operation platform according to claim 1, wherein: the stand still is connected with the support frame that is used for strengthening stability, and every stand all welds two support frames to the adjacent fender on both sides, the support frame is made by the reinforcing bar, the distance between the welding point of support frame on the fender and the stand that is connected is 50 cm.
8. A bored pile pipe integrated operation platform according to claim 7, wherein: the diameter of the supporting frame is more than 20 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320957794.5U CN219930944U (en) | 2023-04-25 | 2023-04-25 | Cast-in-place pile conduit integrated operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320957794.5U CN219930944U (en) | 2023-04-25 | 2023-04-25 | Cast-in-place pile conduit integrated operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219930944U true CN219930944U (en) | 2023-10-31 |
Family
ID=88501926
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320957794.5U Active CN219930944U (en) | 2023-04-25 | 2023-04-25 | Cast-in-place pile conduit integrated operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219930944U (en) |
-
2023
- 2023-04-25 CN CN202320957794.5U patent/CN219930944U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |