CN220057971U - Tool type cast-in-place pile concrete pouring platform - Google Patents
Tool type cast-in-place pile concrete pouring platform Download PDFInfo
- Publication number
- CN220057971U CN220057971U CN202321431326.0U CN202321431326U CN220057971U CN 220057971 U CN220057971 U CN 220057971U CN 202321431326 U CN202321431326 U CN 202321431326U CN 220057971 U CN220057971 U CN 220057971U
- Authority
- CN
- China
- Prior art keywords
- platform
- place pile
- cast
- channel
- pile concrete
- 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.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 70
- 239000010959 steel Substances 0.000 claims abstract description 70
- 238000005266 casting Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 210000001503 joint Anatomy 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 5
- 238000006073 displacement reaction Methods 0.000 abstract description 4
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model belongs to the technical field of building construction, and discloses a tool type cast-in-place pile concrete pouring platform, wherein the tool type cast-in-place pile concrete pouring platform is provided with an operation platform; the operation platform is provided with a channel steel framework, platform steel bars and a movable lifting lug; the operation platform is connected with a catheter supporting system, the catheter supporting system is provided with a catheter supporting plate, a connecting rib, a connecting lug, an opening pull ring and a catheter hole, and the catheter supporting system is connected with the operation platform through the connecting rib. The utility model provides a tool type cast-in-place pile concrete pouring platform, which can be combined with construction working conditions, can play a role of fixing a guide pipe in the casting process of a cast-in-place pile, and solves the problem of overlarge displacement deviation of the cast-in-place pile during casting of the cast-in-place pile concrete; the utility model can make the pouring process more convenient and faster, and solves the problem of floating up and pile breaking and mud clamping of the reinforcement cage; the utility model has simple structure and convenient operation.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a tool type cast-in-place pile concrete pouring platform.
Background
In recent years, with the development of deep foundation pits in China, the bored concrete pile foundation has been widely used in the construction industry with the advantages of simple design, good bearing performance, capability of meeting bearing capacity of various unfavorable geological conditions, and the like. However, from the construction point of view, when the cast-in-place pile concrete pouring is carried out, the construction quality is difficult to control, the problems of overlarge pile displacement deviation, more hole bottom sediments, floating of a reinforcement cage, pile breakage, mud clamping and the like easily occur, the support of a pouring guide pipe is complex, the form is different, the lifting and the lowering are difficult, and the concrete pouring progress and the mechanical property of the cast-in-place pile are directly influenced. Therefore, how to improve the construction quality of the cast-in-place pile foundation and reduce the construction difficulty is a technical problem that needs to be solved by those skilled in the art.
Through the above analysis, the problems and defects existing in the prior art are as follows:
(1) When the cast-in-place pile is concreted, the problems of overlarge displacement deviation of the pile, floating of the reinforcement cage and pile breakage and mud clamping easily occur.
(2) The support structure of the pouring conduit is complex and various, and the operation is difficult.
Disclosure of Invention
Aiming at the problems existing in the prior art, the utility model provides a tool type cast-in-place pile concrete pouring platform.
The utility model is realized in this way, a tool type bored concrete pile concrete casting platform, characterized by that, the said tool type bored concrete pile concrete casting platform is provided with:
an operating platform;
the operation platform is provided with a channel steel framework, platform steel bars and a movable lifting lug; the operation platform is connected with a catheter supporting system, the catheter supporting system is provided with a catheter supporting plate, a connecting rib, a connecting lug, an opening pull ring and a catheter hole, and the catheter supporting system is connected with the operation platform through the connecting rib.
Further, the channel steel framework consists of four 10# channel steel, and the heads and the tails of the four 10# channel steel are welded with each other to form the channel steel framework; the steel bar model that the platform reinforcing bar adopted is C16, and the bar interval is 30mm, and the platform reinforcing bar is arranged in the channel-section steel skeleton plane perpendicularly along the long limit direction of channel-section steel skeleton to with the welding of channel-section steel skeleton.
Further, the conduit supporting plate adopts a steel plate with the thickness of 20mm, the conduit supporting plate is arranged in the channel steel framework, the lap joint length of two sides of the conduit supporting plate and the channel steel framework is 20mm, the conduit supporting plate is connected with the channel steel framework through connecting ribs and connecting lugs, and the conduit supporting plate can rotate 180 degrees along the connecting ribs as a rotating shaft.
Further, the connecting ribs adopt A20 steel bars with the length of 200mm, one end of each connecting rib is welded with the supporting plate of the catheter, and the other end of each connecting rib penetrates through the connecting lug; the connecting lugs are nuts with the inner diameter of 22mm and welded with the channel steel framework, and connecting ribs are nested and fixed inside the connecting lugs.
Further, the opening pull ring adopts semicircular A14 steel bars, two opening pull rings are arranged, and the two opening pull rings are symmetrically welded on the conduit supporting plate by taking the circle center of the conduit hole as the center.
Further, the conduit hole is formed by butt joint of two conduit supporting plates, the conduit hole is a circular hole formed by splicing two semicircular holes, and the size of the conduit hole is determined according to the size of the conduit.
Further, two movable lifting lugs are arranged and welded at the opposite corners of the same side face of the channel steel framework respectively.
The technical scheme of the utility model has the advantages and positive effects that by combining the technical scheme and the technical problems to be solved:
the utility model provides a tool type cast-in-place pile concrete pouring platform, which can be combined with construction working conditions, can play a role of fixing a guide pipe in the casting process of a cast-in-place pile, and solves the problem of overlarge displacement deviation of the cast-in-place pile during casting of the cast-in-place pile concrete; the utility model can make the pouring process more convenient and faster, and solves the problem of floating up and pile breaking and mud clamping of the reinforcement cage; the utility model has simple structure and convenient operation.
The utility model can facilitate the supporting, lifting and lowering of the conduit, optimizes the pouring platform according to the characteristic that the conduit is continuously lifted and lowered in the concrete pouring process, so that the utility model can adapt to the lifting and lowering requirements of the conduit, has simple structure, convenient manufacture, repeated use, convenient transportation, quickening the construction progress and increasing the safety of pile hole operation.
Drawings
Fig. 1 is a schematic structural view of a concrete pouring platform for a tool type cast-in-place pile according to an embodiment of the present utility model.
Fig. 2 is a schematic diagram of a channel steel framework structure according to an embodiment of the present utility model.
Fig. 3 is a schematic view of a structure of a catheter support plate according to an embodiment of the present utility model.
In the figure: 1. a catheter support plate; 2. a conduit aperture; 3. opening the pull ring; 4. a connecting rib; 5. a connecting lug; 6. a channel steel framework; 7. platform reinforcing steel bars; 8. and moving the lifting lug.
Description of the embodiments
The present utility model will be described in further detail with reference to the following examples in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
As shown in fig. 1 to 3, the present utility model proposes a tool type cast-in-place pile concrete pouring platform provided with an operation platform; the operation platform is provided with a channel steel framework 6, platform steel bars 7 and a movable lifting lug 8; the operation platform is connected with a catheter supporting system, the catheter supporting system is provided with a catheter supporting plate 1, a connecting rib 4, a connecting lug 5, an opening pull ring 3 and a catheter hole 2, and the catheter supporting system is connected with the operation platform through the connecting rib 4.
Preferably, the channel steel framework 6 is composed of four 10# channel steel, and the head and the tail of the four 10# channel steel are welded with each other to form the channel steel framework 6; the steel bar model that platform reinforcing bar 7 adopted is C16, and the bar spacing is 30mm, and platform reinforcing bar 7 is arranged in channel-section steel skeleton 6 plane perpendicularly along channel-section steel skeleton 6 long limit direction to with channel-section steel skeleton 6 welding.
Preferably, the conduit supporting plate 1 is made of a steel plate with the thickness of 20mm, the conduit supporting plate 1 is arranged in the channel steel framework 6, the lap joint length between two sides of the conduit supporting plate 1 and the channel steel framework 6 is 20mm, the conduit supporting plate 1 and the channel steel framework 6 are connected through the connecting ribs 4 and the connecting lugs 5, and the conduit supporting plate 1 can rotate 180 degrees along the connecting ribs 4.
Preferably, the connecting rib 4 adopts an A20 steel bar with the length of 200mm, one end of the connecting rib 4 is welded with the catheter supporting plate 1, and the other end passes through the connecting lug 5; the connecting lugs 5 are nuts with the inner diameter of 22mm and welded with the channel steel framework 6, and connecting ribs 4 are fixedly embedded in the connecting lugs 5.
Preferably, the opener pull ring 3 adopts semicircular A14 steel bars, two opener pull rings 3 are arranged, and the two opener pull rings 3 are symmetrically welded on the catheter supporting plate 1 by taking the center of the catheter hole 2 as the center.
Preferably, the conduit hole 2 is formed by butt joint of two conduit supporting plates 1, the conduit hole 2 is a circular hole formed by splicing two semicircular holes, and the size of the conduit hole 2 is determined according to the conduit size.
Preferably, two movable lifting lugs 8 are arranged, and the two movable lifting lugs 8 are welded at opposite angles on the same side face of the channel steel framework 6 respectively.
As shown in fig. 1, the utility model provides a tool type cast-in-place pile concrete pouring platform, which comprises an operation platform and a conduit supporting system; the catheter supporting system comprises a catheter supporting plate 1, a catheter hole 2 connected with the operation platform, an opening pull ring 3, a connecting rib 4 and a connecting lug 5; the operation platform comprises a channel steel framework 6, platform steel bars 7 and movable lifting lugs 8; the platform steel bars 7 are vertically welded in the plane of the channel steel framework 6 along the long side direction of the channel steel framework 6, so that an operation platform convenient for concrete pouring construction of workers is formed.
The utility model is applied to the pouring process of the bored pile, after the boring is finished, a steel bar cage is sunk into the hole, an external steel pipe for covering the steel bar is buried into the hole after the steel bar cage is in place, then the platform is arranged on the cross section of the steel pipe, then constructors stand on the platform steel bar 7 of the channel steel framework 6, the guide pipe supporting plates 1 on two sides are opened, and the pouring guide pipe is deeply penetrated into the boring; after the pouring guide pipe is adjusted in place, closing the guide pipe supporting plate 1 to clamp a flange plate outside the pouring guide pipe on the guide pipe supporting plate 1, wherein the flange plate is arranged at the joint of each section of pouring guide pipe as the pouring guide pipe is sunk section by section. In the casting process, casting is required, and a casting catheter is lifted at the same time; in the lifting process of each section of pouring guide pipe, the flange plate of the pouring guide pipe can be clamped on the guide pipe supporting plate 1 so as to facilitate the pouring of concrete.
In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more; the terms "upper," "lower," "left," "right," "inner," "outer," "front," "rear," "head," "tail," and the like are used as an orientation or positional relationship based on that shown in the drawings, merely to facilitate description of the utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
The foregoing is merely illustrative of specific embodiments of the present utility model, and the scope of the utility model is not limited thereto, but any modifications, equivalents, improvements and alternatives falling within the spirit and principles of the present utility model will be apparent to those skilled in the art within the scope of the present utility model.
Claims (7)
1. A tool-type bored concrete pile concrete casting platform, characterized in that, the tool-type bored concrete pile concrete casting platform includes:
an operating platform;
the operation platform is provided with a channel steel framework, platform steel bars and a movable lifting lug; the operation platform is connected with a catheter supporting system, the catheter supporting system is provided with a catheter supporting plate, a connecting rib, a connecting lug, an opening pull ring and a catheter hole, and the catheter supporting system is connected with the operation platform through the connecting rib.
2. The cast-in-place pile concrete pouring platform of claim 1, wherein the channel steel framework consists of four 10# channel steels, and the four 10# channel steels are welded head to tail to form the channel steel framework; the steel bar model that the platform reinforcing bar adopted is C16, and the bar interval is 30mm, and the platform reinforcing bar is arranged in the channel-section steel skeleton plane perpendicularly along the long limit direction of channel-section steel skeleton to with the welding of channel-section steel skeleton.
3. The cast-in-place pile concrete pouring platform according to claim 1, wherein the guide pipe supporting plates are steel plates with the thickness of 20mm, the guide pipe supporting plates are arranged in the channel steel framework, the lap joint length between two sides of the guide pipe supporting plates and the channel steel framework is 20mm, the guide pipe supporting plates are connected with the channel steel framework through connecting ribs and connecting lugs, and the guide pipe supporting plates can rotate 180 degrees along the connecting ribs.
4. The tool type cast-in-place pile concrete pouring platform according to claim 1, wherein the connecting ribs adopt A20 steel bars with the length of 200mm, one end of each connecting rib is welded with the support plate of the guide pipe, and the other end of each connecting rib penetrates through the connecting lug; the connecting lugs are nuts with the inner diameter of 22mm and welded with the channel steel framework, and connecting ribs are nested and fixed inside the connecting lugs.
5. The tool type bored pile concrete casting platform according to claim 1, wherein the opening pull rings are semicircular A14 steel bars, two opening pull rings are arranged, and the two opening pull rings are symmetrically welded on the conduit supporting plate by taking the center of the conduit hole as the center.
6. The tool type cast-in-place pile concrete placement platform as defined in claim 1, wherein the conduit hole is formed by butt joint of two conduit supporting plates, the conduit hole is a circular hole formed by splicing two semicircular holes, and the size of the conduit hole is determined according to the size of the conduit.
7. The tool type cast-in-place pile concrete pouring platform according to claim 1, wherein two movable lifting lugs are arranged, and the two movable lifting lugs are welded at opposite angles of the same side face of the channel steel framework respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321431326.0U CN220057971U (en) | 2023-06-07 | 2023-06-07 | Tool type cast-in-place pile concrete pouring platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321431326.0U CN220057971U (en) | 2023-06-07 | 2023-06-07 | Tool type cast-in-place pile concrete pouring platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220057971U true CN220057971U (en) | 2023-11-21 |
Family
ID=88786450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321431326.0U Active CN220057971U (en) | 2023-06-07 | 2023-06-07 | Tool type cast-in-place pile concrete pouring platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220057971U (en) |
-
2023
- 2023-06-07 CN CN202321431326.0U patent/CN220057971U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201424941Y (en) | Device for airtight starting and reaching of shield machine | |
| CN212358284U (en) | Construction structure of permanent steel-pipe column of lid digs contrary process | |
| CN111877330A (en) | Hole digging annular foundation pile U-shaped circular steel tube template system and construction method | |
| CN108301397B (en) | Multi-wing-plate pile structure suitable for soft soil foundation and construction method | |
| CN220057971U (en) | Tool type cast-in-place pile concrete pouring platform | |
| CN106013091A (en) | Steel reinforcement cage positioning device and positioning method used for building construction | |
| CN203145192U (en) | Auxiliary hoisting and jointing device for steel structural box columns | |
| CN215562600U (en) | Lattice column bored concrete pile steel column positioner | |
| CN109372015B (en) | Movable connecting device for steel pipe column and reinforcement cage in reverse construction method | |
| CN212317846U (en) | Hole wall reinforcing and hole body straightening drilling auxiliary device | |
| CN212316911U (en) | U-shaped circular steel tube template system for hole digging annular foundation pile | |
| CN211550776U (en) | River course flows promotion engineering construction and flows steel pipe guiding device automatically | |
| CN209923971U (en) | Suspension connecting device for steel pipe column and steel reinforcement cage in reverse construction | |
| CN203113349U (en) | Foundation trench shoring lattice type end structure | |
| CN102127909A (en) | Construction method and device for preventing plastic tube concrete pile from bending deflection | |
| CN216108511U (en) | Vertical installation centering position adjuster for cast-in-place pile reinforcement cage | |
| CN110792264A (en) | Device for quickly mounting and positioning steel column in large-scale column foundation pier reinforcement cage | |
| CN219342865U (en) | Closure device of steel pipe arch rib and bridge | |
| CN217053442U (en) | Reverse tower crane foundation structure | |
| CN213709536U (en) | Single-main-pipe annular multi-grouting-point post-grouting device for cast-in-place pile | |
| CN220580000U (en) | Forever faces and combines accurate straightness controlling means of verticality of steel-pipe column construction insert method earlier | |
| CN109024911A (en) | A kind of assembled stair cast-in-place node pre-cast bolt positioning device and its construction method | |
| CN213806191U (en) | Limiting device for placing reinforcement cage of bored pile | |
| CN218437015U (en) | Connecting piece for connecting concrete-filled steel tubular column with prestressed tubular pile | |
| CN216999873U (en) | A butt-joint structural that is used for underground continuous wall and tunnel to interface |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |