CN219908891U - Drilling support pile structure formed by double drills - Google Patents
Drilling support pile structure formed by double drills Download PDFInfo
- Publication number
- CN219908891U CN219908891U CN202321117330.XU CN202321117330U CN219908891U CN 219908891 U CN219908891 U CN 219908891U CN 202321117330 U CN202321117330 U CN 202321117330U CN 219908891 U CN219908891 U CN 219908891U
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- China
- Prior art keywords
- support
- double
- pile structure
- support plate
- backup pad
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- 238000005553 drilling Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 230000008878 coupling Effects 0.000 claims abstract description 4
- 238000010168 coupling process Methods 0.000 claims abstract description 4
- 238000005859 coupling reaction Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 230000002787 reinforcement Effects 0.000 abstract description 16
- 230000000694 effects Effects 0.000 abstract description 4
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a drilling support pile structure formed by double drills, and belongs to the technical field of cast-in-place piles. The double-bit formed drilling support pile structure comprises a first support plate and a connecting assembly. The utility model discloses a socket, including first backup pad, second backup pad, first backup pad, second backup pad surface, first backup pad with second backup pad surface all is connected with first connecting reinforcement, just first backup pad with the support ring board is all installed to second backup pad surface, support ring board surface mounting has the second connecting reinforcement, coupling assembling includes plug connector and lug, support ring board surface offer with the slot that the plug connector corresponds. According to the utility model, the lug rotates to the groove through the matching of the plug connector and the lug, the lug is limited by the groove, so that the stability of the annular plate and the support ring plate during splicing is facilitated, the height of the support pile structure is conveniently prolonged, and the support effect on double-drill drilling is facilitated through the matching of the first connecting steel bars and the second connecting steel bars.
Description
Technical Field
The utility model relates to the field of cast-in-place piles, in particular to a drilling support pile structure formed by double drills.
Background
When the bridge is used or constructed, the foundation may be required to be piled according to the requirements, the method is to drill holes by using a machine and a water mill, and the design requirements are met, then the reinforcement cage is put down into the pile holes, the conduit is used for concrete casting, when the concrete structure is a columnar or strip-shaped member, the reinforcement is not needed in the central part, and the reinforcement is only arranged below the surface of the concrete member contacting air.
In order to increase the strength of a concrete filling pile in the prior art, a single-bit structure is gradually changed into a double-bit structure, the contact area between the concrete pile and a soil layer can be increased by the structure, the contact surface at the lower end is also increased, a good pressure relief effect can be achieved, the strength of the concrete pile is greatly improved, however, the existing reinforcement cage is directly produced into an annular structure, the drilling structure formed by the double-bit structure cannot be met, and the restraint effect on pile body concrete cannot be achieved.
Disclosure of Invention
In order to make up for the defects, the utility model provides a drilling support pile structure formed by double drill bits, which aims to improve the problem that the existing reinforcement cage is directly produced into a ring-shaped structure and cannot meet the drilling structure formed by the double drill bits.
The utility model is realized in the following way:
the utility model provides a drilling support pile structure formed by double drills, which comprises a first support plate and a connecting assembly.
The utility model discloses a support ring plate, including first backup pad, second backup pad, first backup pad surface mounting have the second connecting reinforcement, first connecting reinforcement with the second connecting reinforcement is connected, coupling assembling includes plug connector and lug, support ring plate surface is provided with the annular plate, the plug connector sliding peg graft in the annular plate, just the plug connector with lug fixed connection, support ring plate surface seted up with the slot that the plug connector corresponds, just set up flutedly in the support ring plate, lug one end is located in the recess.
In one embodiment of the utility model, the first support plate is provided with an insert block on the surface, the second support plate is provided with a notch corresponding to the insert block, and the second support plate is provided with a bolt in a rotating manner, and the bolt penetrates through the insert block.
In one embodiment of the present utility model, the first connecting bar and the second connecting bar are provided in at least two.
In one embodiment of the present utility model, the surface of each of the two support ring plates is provided with a reinforcing rib, and the first connecting reinforcing bars are connected with the reinforcing ribs.
In one embodiment of the present utility model, a reinforcing rod is installed at one end of the second connecting bar, and at least two reinforcing rods are provided.
In one embodiment of the utility model, the plug connector comprises a plug rod and a rotating block, wherein the plug rod is plugged in the slot, and two ends of the plug rod are fixedly connected with the rotating block and the protruding block respectively.
In one embodiment of the utility model, the surface of the annular plate is provided with a placing groove, the rotating block is positioned in the placing groove, and the surface of the rotating block is provided with a character pattern.
In one embodiment of the utility model, a chute is formed on the surface of the supporting ring plate, and the protruding block is attached to the inner wall of the chute.
The beneficial effects of the utility model are as follows: according to the drilling support pile structure formed by the double drill heads, when the drilling support pile structure is used, the plug connector is inserted into the slot through the cooperation of the plug connector and the protruding blocks, the plug connector is rotated to drive the protruding blocks to rotate to the grooves, the grooves limit the protruding blocks, the stability of the annular plates and the support ring plates during splicing is facilitated, the height of the drilling support pile structure is conveniently prolonged, the support pile structure is placed into a filling pile, the support strength of the reinforcement cage can be improved through the cooperation between the first connecting reinforcing steel bars and the second connecting reinforcing steel bars, and the support function of double drill heads on drilling is facilitated.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some examples of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural view of a drilling support pile formed by a double drill bit according to an embodiment of the present utility model;
FIG. 2 is a cross-sectional view of a ring plate and support ring plate connection provided in an embodiment of the present utility model;
fig. 3 is a schematic structural diagram of a plug connector according to an embodiment of the present utility model;
fig. 4 is a structural cross-sectional view of a second support plate and bolt connection according to an embodiment of the present utility model.
In the figure: 100-a first support plate; 110-a second support plate; 111-bolts; 120-first connecting bars; 130-supporting ring plates; 131-reinforcing ribs; 132-a chute; 140-second connecting bars; 141-a reinforcing rod; 150-an annular plate; 151-placing grooves; 160-slots; 170-grooves; 180-inserting blocks; 200-a connection assembly; 210-a plug connector; 211-a plunger; 212-turning blocks; 220-bump.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
Examples
Referring to fig. 1 to 4, the present utility model provides a dual-bit formed drilling support pile structure, which includes a first support plate 100 and a connection assembly 200.
The connection assembly 200 is installed on the support ring plate 130 on the surface of the first support plate 100, and the connection assembly 200 can extend the height of the device by supporting the double drill holes through the first connection reinforcing steel bars 120 and the second connection reinforcing steel bars 140 on the surfaces of the first support plate 100 and the second support plate 110.
Referring to fig. 1-2, a second support plate 110 is disposed on one side of the first support plate 100, the first support plate 100 and the second support plate 110 are both connected with a first connecting steel bar 120, and support ring plates 130 are mounted on the surfaces of the first support plate 100 and the second support plate 110, a second connecting steel bar 140 is mounted on the surface of the support ring plates 130, the first connecting steel bar 120 and the second connecting steel bar 140 are connected, and when in implementation, the first support plate 100 and the second support plate 110 can support the first connecting steel bar 120, and the support ring plates 130 can support the second connecting steel bar 140, and by connecting the first connecting steel bar 120 and the second connecting steel bar 140, the shape of the double-drill hole can be formed by enclosing the first support plate 100, the second support plate 110, the first connecting steel bar 120 and the second connecting steel bar 140, which is beneficial to supporting the double-drill hole.
In this embodiment, the insert block 180 is installed on the surface of the first support plate 100, the opening corresponding to the insert block 180 is opened on the surface of the second support plate 110, the bolt 111 is installed on the surface of the second support plate 110 in a rotating manner, and when the method is implemented, the insert block 180 is inserted into the opening, the first support plate 100 and the second support plate 110 can be connected, and then the bolt 111 is rotated to penetrate through the insert block 180, so that the possibility of separation of the first support plate 100 and the second support plate 110 is reduced by the limitation of the bolt 111, and the method is beneficial to splicing or dismounting the bored support pile structure; the first connecting steel bar 120 and the second connecting steel bar 140 are provided with at least two, and when the concrete implementation is carried out, the first connecting steel bar 120 and the second connecting steel bar 140 are provided with a plurality of connecting steel bars, so that a steel bar cage can be formed, and the double-drill drilling support is beneficial to supporting.
The reinforcing ribs 131 are arranged on the surfaces of the two supporting ring plates 130, the first connecting reinforcing steel bars 120 are connected with the reinforcing ribs 131, and when the concrete implementation is carried out, the reinforcing ribs 131 are connected with the first connecting reinforcing steel bars 120, so that the supporting strength of the whole supporting pile structure is guaranteed, and the supporting pile structure is more stable when being supported; the reinforcing rod 141 is installed to second connecting reinforcement 140 one end, and the reinforcing rod 141 sets up two at least, and when the concrete implementation, through setting up a plurality of reinforcing rods 141, the usable floor area of this device and earth can be increased, and the whole steel reinforcement cage can not take place to rock the possibility of displacement to reduce.
Referring to fig. 1-4, the connection assembly 200 includes a plug 210 and a protrusion 220, the surface of the supporting ring plate 130 is provided with the annular plate 150, the plug 210 is slidably inserted into the annular plate 150, the plug 210 is fixedly connected with the protrusion 220, the surface of the supporting ring plate 130 is provided with a slot 160 corresponding to the plug 210, the supporting ring plate 130 is provided with a groove 170, one end of the protrusion 220 is located in the groove 170, when in implementation, the annular plate 150 can support the plug 210, the plug 210 is rotated after the plug 210 is inserted into the slot 160 on the surface of the supporting ring plate 130, the protrusion 220 is driven to rotate, the protrusion 220 is rotated into the groove 170, the groove 170 can limit the protrusion 220, the possibility that the plug 210 is drawn out from the slot 160 is reduced, the stability when the annular plate 150 and the supporting ring plate 130 are spliced is facilitated, and the height of the supporting pile structure is prolonged, and the annular plate 150 and the supporting ring plate 130 are convenient to disassemble and assemble.
In this embodiment, the plug connector 210 includes a plug rod 211 and a rotating block 212, the plug rod 211 is inserted into the slot 160, and two ends of the plug rod 211 are fixedly connected with the rotating block 212 and the protruding block 220 respectively, when in implementation, the plug rod 211 is inserted into the slot 160, the rotating block 212 can drive the plug rod 211 to rotate, and then drive the protruding block 220 to rotate into the groove 170, so that the groove 170 limits the protruding block 220, and the stability of the annular plate 150 and the support ring plate 130 is facilitated when the annular plate is connected; the standing groove 151 has been seted up on annular plate 150 surface, and the commentaries on classics piece 212 is located standing groove 151, and has seted up a word line on commentaries on classics piece 212 surface, and when embodying, with commentaries on classics piece 212 setting in standing groove 151, do benefit to the compactness between this device part, reduce simultaneously and change the piece 212 and receive external influence and automatic rotatory possibility, the staff is convenient for drive commentaries on classics piece 212 rotation through inserting the instrument in a word line.
The spout 132 has been seted up on support ring board 130 surface, and lug 220 and the laminating of spout 132 inner wall, and when implementing in particular, rotation inserted bar 211 makes its drive lug 220 rotate to the assigned position, makes recess 170 no longer restrict lug 220, and lug 220 can follow spout 132 in, does benefit to annular board 150 and support ring board 130 and dismantles, is convenient for dismantle the separation with the drilling support stake structure that splices.
Specifically, the drilling support pile structure formed by the double drill heads is based on the use principle that: insert 180 in the opening of second backup pad 110 surface, make first backup pad 100 and second backup pad 110 connect through bolt 111, do benefit to the stability when first backup pad 100 and second backup pad 110 splice, in inserting slot 160 again, through rotating plug 210, make it drive lug 220 and rotate to recess 170 department, recess 170 can restrict lug 220, reduce the possibility that plug 210 can follow slot 160 and take out, be convenient for splice extension this stake structure's height, place stake structure into the bored concrete pile, insert in the soil layer through stiffener 141, do benefit to stake structure more stable when supporting, reduce the phenomenon that this device takes place to rock the displacement, through the connection between a plurality of first connecting reinforcement 120 and the second connecting reinforcement 140, can improve the support strength of this drilling stake structure (steel reinforcement cage), be favorable to playing the effect of strut to double drill.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, and various modifications and variations may be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (8)
1. A drilling support pile structure formed by double drills is characterized by comprising
The first support plate (100), one side of the first support plate (100) is provided with a second support plate (110), the surfaces of the first support plate (100) and the second support plate (110) are both connected with first connecting steel bars (120), the surfaces of the first support plate (100) and the second support plate (110) are both provided with support ring plates (130), the surfaces of the support ring plates (130) are provided with second connecting steel bars (140), and the first connecting steel bars (120) are connected with the second connecting steel bars (140);
coupling assembling (200), coupling assembling (200) include plug connector (210) and lug (220), support ring board (130) surface and be provided with annular board (150), plug connector (210) slip peg graft in annular board (150), just plug connector (210) with lug (220) fixed connection, support ring board (130) surface seted up with slot (160) that plug connector (210) corresponds, just set up recess (170) in support ring board (130), lug (220) one end is located in recess (170).
2. The double-bit formed drilling support pile structure according to claim 1, wherein an insert block (180) is mounted on the surface of the first support plate (100), a notch corresponding to the insert block (180) is formed on the surface of the second support plate (110), a bolt (111) is rotatably mounted on the surface of the second support plate (110), and the bolt (111) penetrates through the insert block (180).
3. A double bit formed drill support pile structure according to claim 1, characterised in that the first connection rebar (120) and the second connection rebar (140) are provided in at least two.
4. A double-bit formed drill support pile structure according to claim 1, wherein reinforcing ribs (131) are mounted on both surfaces of the support ring plates (130), and the first connecting reinforcing bars (120) are connected with the reinforcing ribs (131).
5. A double-bit formed drill support pile structure according to claim 1, wherein the second connection bars (140) are provided with reinforcing bars (141) at one end, the reinforcing bars (141) being provided in at least two.
6. The double-bit formed drilling support pile structure according to claim 1, wherein the plug connector (210) comprises a plug rod (211) and a rotating block (212), the plug rod (211) is plugged into the slot (160), and two ends of the plug rod (211) are fixedly connected with the rotating block (212) and the protruding block (220) respectively.
7. The double-bit formed drilling support pile structure according to claim 6, wherein a placement groove (151) is formed on the surface of the annular plate (150), the rotating block (212) is located in the placement groove (151), and a letter is formed on the surface of the rotating block (212).
8. The double-bit formed drilling support pile structure according to claim 7, wherein a chute (132) is formed on the surface of the support ring plate (130), and the protruding block (220) is attached to the inner wall of the chute (132).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321117330.XU CN219908891U (en) | 2023-05-11 | 2023-05-11 | Drilling support pile structure formed by double drills |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321117330.XU CN219908891U (en) | 2023-05-11 | 2023-05-11 | Drilling support pile structure formed by double drills |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219908891U true CN219908891U (en) | 2023-10-27 |
Family
ID=88426238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321117330.XU Active CN219908891U (en) | 2023-05-11 | 2023-05-11 | Drilling support pile structure formed by double drills |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219908891U (en) |
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2023
- 2023-05-11 CN CN202321117330.XU patent/CN219908891U/en active Active
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| GR01 | Patent grant | ||
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