CN210086952U - Prevent pile foundation structure of slope - Google Patents

Prevent pile foundation structure of slope Download PDF

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Publication number
CN210086952U
CN210086952U CN201920839147.8U CN201920839147U CN210086952U CN 210086952 U CN210086952 U CN 210086952U CN 201920839147 U CN201920839147 U CN 201920839147U CN 210086952 U CN210086952 U CN 210086952U
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reinforced concrete
concrete column
pile foundation
groups
bracing piece
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CN201920839147.8U
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沈霖
倪昌峰
张聚杰
王顺洲
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Jiangsu Zhongkuo Electric Power Design Consulting Co Ltd
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Jiangsu Zhongkuo Electric Power Design Consulting Co Ltd
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Abstract

The utility model discloses a prevent pile foundation structure of inclining uses in pile foundation structure technical field, and its technical scheme main points are: the anti-tilt pile comprises a pile foundation base and a reinforced concrete column arranged on the pile foundation base, wherein an anti-tilt structure is arranged on the outer side of the reinforced concrete column; anti-tilt structure: the reinforced concrete column is penetrated through the through hole, and four groups of clamping rings are respectively fixedly connected with four ends of the fixing plate; has the technical effects that: when playing strong wind, four groups of bracing pieces play the supporting role to reinforced concrete column, prevent that reinforced concrete column from inclining, reduce the impaired possibility of pile foundation structure.

Description

Prevent pile foundation structure of slope
Technical Field
The utility model relates to a pile foundation technical field, in particular to prevent pile foundation structure of inclining.
Background
Deep foundations consisting of piles and pile caps connected to the tops of the piles or single-pile foundations consisting of columns connected to pile foundations, referred to as pile foundations for short. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; when the upper part of the pile body is exposed out of the ground and the bottom of the pile cap is positioned above the ground, the pile body is called a high pile cap pile foundation. Building pile foundations are typically low cap pile foundations. In high-rise buildings, pile foundations are widely applied.
Chinese patent publication No. CN208088290U discloses a combined pile foundation structure and an installation method thereof. This pile combination structure includes the pile body, and the pile body includes that the material is lower pile section of concrete and the material is the last pile section of steel, and fixed connection between lower pile section and the last pile section when squeezing into the ground with the pile body, lower pile section gets into deep rock soil layer, goes up the pile section and gets into shallow rock soil layer. The method for installing the combined pile foundation structure comprises the steps of firstly, drilling holes at the designated target position of a rock-soil layer, wherein the diameter of each hole is larger than the maximum diameter of a pile body of the combined pile foundation structure; secondly, planting the pile body of the combined pile foundation structure into the hole; and step three, filling backfill materials in the inner space of the pile body and the gap between the pile body and the hole, wherein the pile foundation structure is easily blown down by strong wind in strong wind weather, so that the pile foundation structure is damaged.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a prevent pile foundation structure of slope, its advantage: through setting up anti-tilt structure, reduce the possibility that pile foundation structure fell.
The above technical purpose of the present invention can be achieved by the following technical solutions: an anti-tilting pile foundation structure comprises a pile foundation base and a reinforced concrete column arranged on the pile foundation base, wherein an anti-tilting structure is arranged on the outer side of the reinforced concrete column; anti-tilt structure: including bracing piece, solid fixed ring, threaded rod, fixed plate, snap ring and cardboard, have the through-hole fixed plate fixed connection is subaerial, reinforced concrete column passes in the through-hole, four groups the snap ring is four ends on the fixed plate of fixed connection respectively, four groups the bracing piece is all established between fixed plate and reinforced concrete column, four groups gu fixed ring establishes the one end at the bracing piece respectively, the threaded rod runs through and threaded connection in solid fixed ring and reinforced concrete column, four groups gu fixed ring offsets each other and constitutes the ring that surrounds reinforced concrete column, four groups the cardboard is established respectively at four group's bracing pieces one end of keeping away from solid fixed ring, the cardboard is connected with the snap ring block.
Through the technical scheme, during operating personnel installation reinforced concrete column, place the pile foundation base subaerial, solid fixed ring passes reinforced concrete column, at this moment, insert the cardboard of bracing piece one end in the cardboard, make bracing piece fixed connection on solid fixed ring, then, paste solid fixed ring on the bracing piece on reinforced concrete column, with threaded rod threaded connection on solid fixed ring and reinforced concrete column, make bracing piece fixed connection on reinforced concrete column, when playing the strong wind, four group's bracing pieces play the supporting role to reinforced concrete column, prevent reinforced concrete column slope, reduce the impaired possibility of pile foundation structure.
The utility model discloses further set up to: and a large number of anti-skid grooves are densely distributed on one side of the fixing ring opposite to the reinforced concrete column.
Through above-mentioned technical scheme, the friction between solid fixed ring and the reinforced concrete column is increased to the anti-skidding thread groove, reduces solid fixed ring gliding possibility on the reinforced concrete column to better with bracing piece fixed connection on the reinforced concrete column, make the support effect of bracing piece better.
The utility model discloses further set up to: the inside of bracing piece is equipped with damping spring along length direction, damping spring's one end fixed connection is in the bracing piece along width direction's inner wall, and the other end passes solid fixed ring and inconsistent with reinforced concrete column.
Through above-mentioned technical scheme, when playing the strong wind, the damping spring in the bracing piece plays the damping effect to reinforced concrete column, reduces the reinforced concrete column vibration and brings the possibility of self wearing and tearing, prolongs reinforced concrete column's life.
The utility model discloses further set up to: the reinforced concrete column all wraps up the lag with the outside of bracing piece, a large amount of cotton fibre have been placed in the lag.
Through above-mentioned technical scheme, the lag plays the effect of protection to reinforced concrete column and bracing piece, reduces the external environment and to the possibility that reinforced concrete column and bracing piece damaged, and the cotton wool plays frost-proof effect, avoids freezing to reinforced concrete column and bracing piece under the cold weather.
The utility model discloses further set up to: the reinforced concrete column has the smooth board by the peripheral parcel of bottom, be equipped with a large amount of barbs on the smooth board, the reinforced concrete column outside is enclosed there is the wire netting.
Through above-mentioned technical scheme, when non-staff scrambles reinforced concrete column, the self smoothness of smooth board makes the person of climbing slide downwards, and the sharp-pointed position of the barb on the smooth board plays the effect of blockking to the person of climbing, avoids operating personnel to scramble reinforced concrete column, and the wire netting prevents that unrelated people from waiting to be close to reinforced concrete column at will, reduces the possibility of other people to the reinforced concrete column damage.
The utility model discloses further set up to: the reinforced concrete column is connected with a plurality of groups of solar panels, and the solar panels are connected with illuminating lamps.
Through above-mentioned technical scheme, solar panel is under daytime's illumination, turns into the electric energy with solar energy and stores in solar panel, and when the dark state at night under, solar panel provides electric power for the light, and the light plays the effect of illumination to the pedestrian that makes a round trip for better walking of pedestrian and the possibility of avoiding the pedestrian to hit reinforced concrete column.
To sum up, the utility model discloses following beneficial effect has:
1. when an operator installs the reinforced concrete column, the pile foundation base is placed on the ground, the fixing ring penetrates through the reinforced concrete column, at the moment, the clamping plate at one end of the supporting rod is inserted into the clamping ring, so that the supporting rod is fixedly connected to the fixing ring, then the fixing ring on the supporting rod is attached to the reinforced concrete column, the threaded rod is in threaded connection with the fixing ring and the reinforced concrete column, so that the supporting rod is fixedly connected to the reinforced concrete column, when strong wind exists, the four groups of supporting rods play a role in supporting the reinforced concrete column, the reinforced concrete column is prevented from inclining, and the possibility of damage of the pile foundation structure is reduced;
2. when non-staff scrambles reinforced concrete column, the self smoothness of smooth board makes the climbing person slide downwards, and the sharp-pointed position of the barb on the smooth board plays the effect of blockking to the climbing person, avoids operating personnel to scramble reinforced concrete column, and the wire netting prevents that unrelated people from waiting to be close to reinforced concrete column at will, reduces the possibility of other people to the reinforced concrete column damage.
Drawings
Fig. 1 is a schematic view of the overall structure of the present embodiment.
Fig. 2 is an enlarged view of a portion a in fig. 1.
Reference numerals: 1. a pile foundation base; 2. a reinforced concrete column; 3. an anti-tilt structure; 31. a support bar; 32. a fixing ring; 33. a threaded rod; 34. a fixing plate; 35. a snap ring; 36. clamping a plate; 4. an anti-skid groove; 5. a damping spring; 6. a protective sleeve; 7. cotton wool; 8. a smooth plate; 9. a barb; 10. a wire mesh; 11. a solar panel; 12. an illuminating lamp.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example (b): an anti-tilting pile foundation structure is shown in figures 1 and 2 and comprises a pile foundation base 1 and a reinforced concrete column 2 fixedly connected to the pile foundation base 1, wherein an anti-tilting structure 3 is arranged on the outer side of the reinforced concrete column 2; anti-tilt structure 3: the reinforced concrete column comprises supporting rods 31, fixing rings 32, a threaded rod 33, a fixing plate 34, clamping rings 35 and clamping plates 36, wherein the fixing plate 34 with a through hole is fixedly connected to the ground, the reinforced concrete column 2 penetrates through the through hole, four groups of clamping rings 35 are respectively and fixedly connected to four ends of the fixing plate 34, the four groups of supporting rods 31 are respectively arranged between the fixing plate 34 and the reinforced concrete column 2, the four groups of fixing rings 32 are respectively and fixedly connected to one ends of the supporting rods 31, the threaded rod 33 penetrates through and is in threaded connection with the fixing rings 32 and the reinforced concrete column 2, the four groups of fixing rings 32 are mutually abutted to form a circular ring surrounding the reinforced concrete column 2, the four groups of clamping plates 36 are respectively and fixedly connected to one ends of the four groups of supporting rods 31 far away from the fixing rings 32, the clamping plates 36 are clamped and, at this time, the clamping plate 36 at one end of the supporting rod 31 is inserted into the clamping ring 35, so that the supporting rod 31 is fixedly connected to the fixing ring 32, then the fixing ring 32 on the supporting rod 31 is attached to the reinforced concrete column 2, the threaded rod 33 is screwed on the fixing ring 32 and the reinforced concrete column 2, so that the supporting rod 31 is fixedly connected to the reinforced concrete column 2, when strong wind occurs, the four groups of supporting rods 31 support the reinforced concrete column 2 to prevent the reinforced concrete column 2 from inclining and reduce the possibility of damage of the pile foundation structure, a large number of anti-skid grooves 4 are densely distributed on one side of the fixing ring 32 opposite to the reinforced concrete column 2, the anti-skid grooves 4 increase the friction force between the fixing ring 32 and the reinforced concrete column 2, reduce the possibility of the fixing ring 32 sliding on the reinforced concrete column 2, and further fixedly connect the supporting rod 31 to the reinforced concrete column 2, make the supporting effect of bracing piece 31 better, the inside of bracing piece 31 is equipped with damping spring 5 along length direction, damping spring 5's one end fixed connection is in bracing piece 31 along width direction's inner wall, the other end passes solid fixed ring 32 and reinforced concrete column 2 inconsistent, when playing the strong wind, damping spring 5 in the bracing piece 31 plays the damping effect to reinforced concrete column 2, reduce the possibility that reinforced concrete column 2 vibration brought self wearing and tearing, the life of extension reinforced concrete column 2.
If fig. 1 and fig. 2, reinforced concrete column 2 has all wrapped up lag 6 with the outside of bracing piece 31, has placed a large amount of cotton fibre 7 in the lag 6, and lag 6 plays the effect of protection to reinforced concrete column 2 and bracing piece 31, reduces the possibility that external environment damaged reinforced concrete column 2 and bracing piece 31, and cotton fibre 7 plays frost-proof effect, avoids freezing damage to reinforced concrete column 2 and bracing piece 31 under the cold weather.
Referring to fig. 1 and 2, a smooth plate 8 wraps the periphery of the reinforced concrete column 2 near the bottom, a large number of barbs 9 are arranged on the smooth plate 8, a wire mesh 10 wraps the outer side of the reinforced concrete column 2, when non-workers climb the reinforced concrete column 2, the self-smoothness of the smooth plate 8 enables a climber to slide downwards, sharp parts of the barbs 9 on the smooth plate 8 play a role in blocking the climber, the condition that the operators climb the reinforced concrete column 2 is avoided, the wire mesh 10 prevents irrelevant people and the like from being randomly close to the reinforced concrete column 2, the possibility that the outsiders damage the reinforced concrete column 2 is reduced, a plurality of groups of solar panels 11 are connected to the reinforced concrete column 2, the solar panels 11 are connected with illuminating lamps 12, the solar panels 11 convert solar energy into electric energy under the illumination of the day and store the electric energy in the solar panels 11, and when the dark state at night occurs, the, the illuminating lamp 12 has an illuminating effect on pedestrians going back and forth, so that the pedestrians can walk better and the possibility that the pedestrians collide with the reinforced concrete column 2 is avoided.
The method comprises the following operation steps: when operating personnel installs the pile foundation structure, operating personnel is subaerial pile foundation base 1 fixed connection, 2 fixed connection on pile foundation base 1 of reinforced concrete post, at this moment, pass fixed plate 34 from reinforced concrete post 2, four group's bracing pieces 31 insert in the snap ring 35 through cardboard 36 respectively, make four group's bracing piece 31 fixed connection on fixed plate 34, then, four group's bracing piece 31 other end withstands reinforced concrete post 2 through solid fixed ring 32, threaded connection threaded rod 33 passes solid fixed ring 32 and reinforced concrete post 2 in proper order, make four group's equal fixed connection of bracing piece 31 on fixed plate 34 and reinforced concrete post 2, when playing the strong wind, bracing piece 31 plays the supporting role to reinforced concrete post 2, prevent reinforced concrete post 2 slope.
The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.

Claims (6)

1. The utility model provides a prevent pile foundation structure that inclines which characterized in that: the anti-tilt pile comprises a pile foundation base (1) and a reinforced concrete column (2) arranged on the pile foundation base (1), wherein an anti-tilt structure (3) is arranged on the outer side of the reinforced concrete column (2);
anti-tilt structure (3): including bracing piece (31), solid fixed ring (32), threaded rod (33), fixed plate (34), snap ring (35) and cardboard (36), the fixed plate (34) fixed connection that has the through-hole is subaerial, reinforced concrete column (2) are passed in the through-hole, four groups four ends of snap ring (35) fixed connection respectively on fixed plate (34), four groups bracing piece (31) all are established between fixed plate (34) and reinforced concrete column (2), four groups solid fixed ring (32) establish the one end at bracing piece (31) respectively, threaded rod (33) run through and threaded connection in solid fixed ring (32) and reinforced concrete column (2), four groups gu fixed ring (32) are inconsistent each other and constitute the ring that surrounds reinforced concrete column (2), four groups cardboard (36) establish the one end that solid fixed ring (32) was kept away from in four groups bracing piece (31) respectively, the clamping plate (36) is connected with the clamping ring (35) in a clamping mode.
2. An anti-tilt pile foundation structure according to claim 1, wherein: and one side of the fixing ring (32) opposite to the reinforced concrete column (2) is densely provided with a large number of anti-skid grooves (4).
3. An anti-tilt pile foundation structure according to claim 1, wherein: the inside of bracing piece (31) is equipped with damping spring (5) along length direction, the one end fixed connection of damping spring (5) is in bracing piece (31) along width direction's inner wall, and the other end passes solid fixed ring (32) and reinforced concrete column (2) inconsistent.
4. An anti-tilt pile foundation structure according to claim 1, wherein: the outer sides of the reinforced concrete column (2) and the supporting rod (31) are wrapped by protective sleeves (6), and a large amount of cotton wool (7) is placed in the protective sleeves (6).
5. An anti-tilt pile foundation structure according to claim 1, wherein: reinforced concrete column (2) have smooth board (8) by the peripheral parcel of bottom, be equipped with a large amount of barbs (9) on smooth board (8), reinforced concrete column (2) outside is enclosed there is wire netting (10).
6. An anti-tilt pile foundation structure according to claim 2, wherein: the solar energy storage and control system is characterized in that a plurality of groups of solar panels (11) are connected to the reinforced concrete column (2), and the solar panels (11) are connected with illuminating lamps (12).
CN201920839147.8U 2019-06-04 2019-06-04 Prevent pile foundation structure of slope Active CN210086952U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920839147.8U CN210086952U (en) 2019-06-04 2019-06-04 Prevent pile foundation structure of slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920839147.8U CN210086952U (en) 2019-06-04 2019-06-04 Prevent pile foundation structure of slope

Publications (1)

Publication Number Publication Date
CN210086952U true CN210086952U (en) 2020-02-18

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ID=69481651

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920839147.8U Active CN210086952U (en) 2019-06-04 2019-06-04 Prevent pile foundation structure of slope

Country Status (1)

Country Link
CN (1) CN210086952U (en)

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