CN220746884U - Steel pipe filling pile for additionally installing elevator - Google Patents
Steel pipe filling pile for additionally installing elevator Download PDFInfo
- Publication number
- CN220746884U CN220746884U CN202322365960.5U CN202322365960U CN220746884U CN 220746884 U CN220746884 U CN 220746884U CN 202322365960 U CN202322365960 U CN 202322365960U CN 220746884 U CN220746884 U CN 220746884U
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- fixedly connected
- pile
- column frame
- cage
- steel column
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 69
- 239000010959 steel Substances 0.000 title claims abstract description 69
- 238000005728 strengthening Methods 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 claims abstract description 16
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 10
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 10
- 241001330002 Bambuseae Species 0.000 claims abstract description 10
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 10
- 239000011425 bamboo Substances 0.000 claims abstract description 10
- 230000008093 supporting effect Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 claims description 2
- 238000005096 rolling process Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 19
- 230000003139 buffering effect Effects 0.000 abstract description 3
- 230000005489 elastic deformation Effects 0.000 abstract description 3
- 238000001125 extrusion Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a pile in the technical field of elevator installation, in particular to a steel pipe filling pile for elevator installation, which comprises a filling pile cylinder, wherein a spring rod is fixedly connected to the inside of a lifting ring block, a positioning seat is movably connected to the bottom of a cage column, a first reinforcing rib is fixedly connected to the outside of a steel column frame, a cross stirrup is fixedly connected to the inside of the steel column frame, and a second reinforcing rib is fixedly connected to the top of the positioning seat. This install steel pipe bored concrete pile additional for elevator, it is inboard to put into a filling section of thick bamboo with cage post and positioning seat structure through hanging ring piece earlier, slide the steel column frame and put into the inboard of cage post and positioning seat again, utilize hanging ring piece can take out fast and leave steel column frame structure, when concrete direct impact steel column frame structure, steel column frame can promote the cage post to expand to the outside, spring on the cage column extrusion spring pole takes place elastic deformation to receive impact buffering and unload the power, and set up first strengthening rib and second strengthening rib and cross stirrup, the intensity of steel column frame is increased.
Description
Technical Field
The utility model relates to the technical field of elevator installation, in particular to a steel pipe filling pile for an elevator installation.
Background
The elevator installation is generally completed in a well formed in a building, and in order to increase the bearing capacity of a pit foundation and ensure the operation safety of the elevator, a filling pile is paved in the pit foundation, the filling pile is formed by forming a pile hole in the pit foundation, then placing a immersed tube column casing and a reinforcement cage structure in the pile hole, pouring concrete uniformly stirred into the pile hole, taking out the immersed tube column casing and the reinforcement cage, and waiting for concrete solidification forming, thus finishing the reinforcement operation of the elevator pit foundation.
According to the utility model, the steel pipe filling pile for the elevator is additionally arranged in the utility model patent with the Chinese patent number of CN208815511U, three grouting pipes are designed on the inner side of the steel pipe, so that the construction and the use are convenient, but when concrete is filled, the steel pipe filling pile structure is required to be taken out from a pile hole before the concrete is not solidified and formed, an auxiliary extraction structure is not arranged in the steel pipe filling pile, the steel pipe filling pile is inconvenient to take out after the concrete is filled, a certain pressure is generated when the concrete is filled, the condition that the steel pipe filling pile structure is damaged due to overlarge pressure during the concrete filling cannot be effectively avoided, and the steel pipe filling pile in the patent still needs to be further improved on a supporting structure, so that the steel pipe filling pile for the elevator is additionally arranged.
Disclosure of Invention
(one) solving the technical problems
The utility model aims to solve the technical problem of providing the steel pipe filling pile for the elevator, which is convenient to take out a pipe, strengthen and resist compression.
(II) technical scheme
In order to achieve the above purpose, the present utility model provides the following technical solutions: the steel pipe filling pile for the elevator comprises a filling pile cylinder, wherein a steel column frame is inserted into the filling pile cylinder, and a positioning support structure is arranged on the inner side of the filling pile cylinder;
the positioning support structure comprises a hanging ring block, a spring rod, a cage column, a positioning seat, a piston slide block, a first reinforcing rib, a cross stirrup, a second reinforcing rib and a parking cone rod, wherein the hanging ring block is clamped at the top of a pile filling cylinder, the spring rod is fixedly connected with the inside of the hanging ring block, the cage column is slidably connected with the outside of the spring rod, the positioning seat is movably connected with the bottom of the cage column, the piston slide block is fixedly connected with the inner side of the cage column, the first reinforcing rib is fixedly connected with the outer side of a steel column frame, the cross stirrup is fixedly connected with the inner side of the steel column frame, the second reinforcing rib is fixedly connected with the top of the positioning seat, and the parking cone rod is fixedly connected with the bottom of the pile filling cylinder.
Further, the top fixedly connected with of filling a section of thick bamboo is four installation piece, four the position contained angle of installation piece is ninety degrees, the quantity of hanging ring piece is four, four the bottom of hanging ring piece is respectively through fixture block and the top joint of installation piece.
Further, the number of the spring rods and the cage columns is four, the four spring rods are of a spring and screw rod sleeved structure, and the tops of the four cage columns are fixedly connected with one ends of the four springs respectively.
Further, circular draw-in groove has been seted up at the top of positioning seat, the bottom and the circular draw-in groove joint of steel column frame, four spouts have been seted up to the outside of positioning seat, four the position contained angle of spout is ninety degrees.
Further, the number of the piston sliding blocks is four, the top and the bottom of the four piston sliding blocks are movably connected with balls, the inner top wall and the inner bottom wall of the four sliding grooves are provided with ball grooves, and eight balls are respectively in rolling connection with the inner sides of the eight ball grooves.
Further, the inside of four the spout is all fixedly connected with spring plate, four the opposite one side of piston slider respectively with four spring plate fixed connection, the quantity of first strengthening rib and second strengthening rib is four, four the position contained angle of first strengthening rib and four second strengthening ribs is ninety degrees.
Further, the outside fixedly connected with of steel column frame is eight U type sliders, eight U type sliders respectively with the outside sliding connection of four cage posts, the quantity of cross stirrup is five.
Advantageous effects
Compared with the prior art, the technical scheme of the application has the following beneficial effects:
this install steel pipe bored concrete pile additional, firstly through hanging ring piece and the installation piece joint at filling a stake section of thick bamboo top, it is inboard to put into filling a stake section of thick bamboo with cage post and positioning seat structure, then put into cage post and positioning seat's inboard with steel column frame slip through U type slider, utilize the positioning seat to support steel column frame, after filling concrete, be used for setting the location to the concrete, then can take out fast away steel column frame structure through hanging ring piece, make things convenient for the concrete setting to solidify, realize the expansion shrink of a small margin with the cage post respectively through spring beam and piston slider simultaneously, when filling the concrete, when the steel column frame structure is directly impacted to the concrete, the steel column frame can promote the cage post to expand to the outside, spring on the cage post extrusion spring beam takes place elastic deformation and receives the impact buffering and unloads the power, and set up first strengthening rib and second strengthening rib and cross stirrup, the intensity of steel column frame is increased, thereby the reinforcement effect when further improving the pouring the concrete.
Drawings
FIG. 1 is a three-dimensional perspective view of the structure of the present utility model;
FIG. 2 is a cross-sectional view of the structure of the present utility model;
FIG. 3 is a cross-sectional view of a non-grouting pile cylinder according to the utility model;
FIG. 4 is a schematic view of a structural steel column frame according to the present utility model;
FIG. 5 is a top plan view of the structure of the present utility model;
FIG. 6 is an enlarged schematic view of the structure of the present utility model at A in FIG. 3;
FIG. 7 is an enlarged schematic view of the structure of the present utility model at B in FIG. 3.
In the figure: 1. filling a pile cylinder; 2. a steel column frame; 3. positioning a supporting structure; 301. a hanging ring block; 302. a spring rod; 303. cage columns; 304. a positioning seat; 305. a piston slide block; 306. a first reinforcing rib; 307. cross stirrups; 308. a second reinforcing rib; 309. and a parking cone rod.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-7, a steel pipe filling pile for an elevator comprises a filling pile cylinder 1, wherein a steel column frame 2 is inserted into the filling pile cylinder 1, the steel column frame 2 is used for assisting in pouring concrete and shaping, positioning and supporting the concrete, and a positioning and supporting structure 3 is arranged on the inner side of the filling pile cylinder 1.
The positioning support structure 3 comprises a hanging ring block 301, a spring rod 302, a cage column 303, a positioning seat 304, a piston sliding block 305, a first reinforcing rib 306, a cross stirrup 307, a second reinforcing rib 308 and a parking cone rod 309, wherein the hanging ring block 301 is clamped at the top of the pile pouring cylinder 1, the hanging ring block 301 is conveniently connected with an external lifting appliance, the spring rod 302 is fixedly connected with the inside of the hanging ring block 301, the cage column 303 is slidably connected with the outside of the spring rod 302, the spring on the spring rod 302 elastically deforms to buffer and support the cage column 303, the positioning seat 304 is movably connected with the bottom of the cage column 303, the steel column frame 2 is supported by the positioning seat 304, the piston sliding block 305 is fixedly connected with the inner side of the cage column 303, the first reinforcing rib 306 is fixedly connected with the outer side of the steel column frame 2, the cross stirrup 307 is fixedly connected with the second reinforcing rib 308, the first reinforcing rib 306 and the second reinforcing rib 308 are fixedly connected with the top of the steel column frame 307, the bottom of the pile pouring cylinder 1 is fixedly connected with the parking cone rod 309, and the parking cone rod 309 is conveniently spliced with the parking cone rod 1.
Specifically, according to the illustration of fig. 2, four installation blocks are evenly distributed on the top of the pile pouring barrel 1, the top of the four installation blocks is provided with clamping block grooves, the four hanging ring blocks 301 are respectively clamped with the four clamping block grooves through clamping blocks, the four cage columns 303 and the positioning seats 304 can be conveniently and vertically placed into the pile pouring barrel 1, after concrete is poured, the pile pouring barrel is connected with the hanging ring blocks 301 through external hanging tools, and the structures of the cage columns 303 and the positioning seats 304 can be conveniently and rapidly taken out.
Specifically, according to fig. 3, 6 and 7, the top of the cage column 303 is connected with the spring on the spring rod 302, the bottom of the inner side of the cage column 303 is slidably connected with the chute on the positioning seat 304 through the piston slider 305, when the cage column 303 is impacted, the cage column 303 can be expanded to the outside by a small extent, and the spring on the spring rod 302 and the spring plate in the stretching chute are extruded to buffer and unload force, so that the impact resistance effect of the cage column 303 is improved.
Specifically, according to the outer side structure of the steel column frame 2 supported by the first reinforcing ribs 306 and the inner side structure of the steel column frame 2 supported by the second reinforcing ribs 308, the first reinforcing ribs 306 and the second reinforcing ribs 308 are uniformly distributed on the inner side and the outer side of the steel column frame 2, so that the supporting force of the steel column frame 2 is uniform, and the supporting effect is improved.
Specifically, according to the illustration of fig. 5, the outside of steel column frame 2 is through U type slider and cage post 303 sliding connection, conveniently put into the circular draw-in groove at positioning seat 304 top with steel column frame 2 stability, steel column frame 2 comprises five ring post structures simultaneously, the inboard of five ring posts all is fixed with cross stirrup 307, cross stirrup 307 can keep the ring post structure not receive the concrete impact destruction, irritate the left and right sides fixedly connected with bail of stake section of thick bamboo 1, conveniently get steel column frame 2 structure and take out again and irritate stake section of thick bamboo 1.
To sum up, this install steel pipe bored concrete pile additional for elevator, firstly through hanging ring piece 301 and the installation piece joint at filling a 1 tops of a section of thick bamboo, put into filling a 1 inboard with cage post 303 and positioning seat 304 structure, then put into cage post 303 and positioning seat 304 inboard with steel column frame 2 slip through U type slider, utilize positioning seat 304 to support steel column frame 2, after filling concrete, be used for setting the location to the concrete, then can take out fast steel column frame 2 structure through hanging ring piece 301, make things convenient for the concrete setting to solidify, realize the expansion shrink of a small scale with cage post 303 respectively through spring beam 302 and piston slider 305 simultaneously, when filling concrete, steel column frame 2 can promote cage post 303 to expand to the outside when filling concrete direct impact steel column frame 2 structure, the spring on the cage post 303 extrusion spring takes place elastic deformation and receives impact buffering unload, and set up first strengthening rib 306 and second strengthening rib 308 and cross strap 307, the intensity of steel column frame 2, thereby the reinforcing effect when further improving the concrete filling, the concrete background effect when the concrete filling, the concrete is not destroyed to the steel pipe pile structure of the aforesaid, the problem of the concrete pipe pile is not being taken out effectively is avoided to the concrete filling pipe structure simultaneously.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or apparatus that comprises the element.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. Steel pipe bored concrete pile for elevator installs additional, including filling a section of thick bamboo (1), its characterized in that: the steel column frame (2) is inserted into the pile filling cylinder (1), and a positioning supporting structure (3) is arranged on the inner side of the pile filling cylinder (1);
location supporting construction (3) are including hanging ring piece (301), spring beam (302), cage post (303), positioning seat (304), piston slider (305), first strengthening rib (306), cross stirrup (307), second strengthening rib (308) and parking awl pole (309), the top joint of filling stake section of thick bamboo (1) has hanging ring piece (301), the inside fixedly connected with spring beam (302) of hanging ring piece (301), the outside sliding connection of spring beam (302) has cage post (303), the bottom swing joint of cage post (303) has positioning seat (304), the inboard fixedly connected with piston slider (305) of cage post (303), the outside fixedly connected with first strengthening rib (306) of steel column frame (2), the inboard fixedly connected with cross stirrup (307) of steel column frame (2), the top fixedly connected with second strengthening rib (308) of positioning seat (304), the bottom fixedly connected with parking awl pole (309) of filling stake section of thick bamboo (1).
2. The steel pipe cast-in-place pile for elevator installation according to claim 1, wherein: the pile grouting device is characterized in that four mounting blocks are fixedly connected to the top of the pile grouting cylinder (1), the position included angles of the four mounting blocks are ninety degrees, the number of the hanging ring blocks (301) is four, and the bottoms of the hanging ring blocks (301) are respectively connected with the top of the mounting blocks in a clamping mode through clamping blocks.
3. The steel pipe cast-in-place pile for elevator installation according to claim 1, wherein: the number of the spring rods (302) and the cage columns (303) is four, the four spring rods (302) are of a spring and screw rod sleeved structure, and the tops of the four cage columns (303) are fixedly connected with one ends of the four springs respectively.
4. The steel pipe cast-in-place pile for elevator installation according to claim 1, wherein: the top of positioning seat (304) has seted up circular draw-in groove, the bottom and the circular draw-in groove joint of steel column frame (2), the spout that is four is seted up to the outside of positioning seat (304), four the position contained angle of spout is ninety degrees.
5. The steel pipe cast-in-place pile for elevator as claimed in claim 4, wherein: the number of the piston sliding blocks (305) is four, the top and the bottom of the four piston sliding blocks (305) are movably connected with balls, the inner top wall and the inner bottom wall of each sliding groove are provided with ball grooves, and eight balls are respectively in rolling connection with the inner sides of the eight ball grooves.
6. The steel pipe cast-in-place pile for elevator as claimed in claim 5, wherein: the inside of four the spout all fixedly connected with spring board, four the opposite one side of piston slider (305) respectively with four spring board fixed connection, the quantity of first strengthening rib (306) and second strengthening rib (308) is four, four the position contained angle of first strengthening rib (306) and four second strengthening ribs (308) is ninety degrees.
7. The steel pipe cast-in-place pile for elevator installation according to claim 1, wherein: the outside fixedly connected with of steel column frame (2) is eight U type sliders, eight U type sliders respectively with the outside sliding connection of four cage posts (303), the quantity of cross stirrup (307) is five.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322365960.5U CN220746884U (en) | 2023-09-01 | 2023-09-01 | Steel pipe filling pile for additionally installing elevator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322365960.5U CN220746884U (en) | 2023-09-01 | 2023-09-01 | Steel pipe filling pile for additionally installing elevator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220746884U true CN220746884U (en) | 2024-04-09 |
Family
ID=90552129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322365960.5U Active CN220746884U (en) | 2023-09-01 | 2023-09-01 | Steel pipe filling pile for additionally installing elevator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220746884U (en) |
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2023
- 2023-09-01 CN CN202322365960.5U patent/CN220746884U/en active Active
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