CN214738211U - Anti-seismic building pile for building - Google Patents
Anti-seismic building pile for building Download PDFInfo
- Publication number
- CN214738211U CN214738211U CN202120778164.2U CN202120778164U CN214738211U CN 214738211 U CN214738211 U CN 214738211U CN 202120778164 U CN202120778164 U CN 202120778164U CN 214738211 U CN214738211 U CN 214738211U
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- Prior art keywords
- bottom plate
- reinforcing
- circular bottom
- reinforcing bar
- steel bar
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 102
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 23
- 238000010276 construction Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
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Abstract
An earthquake-resistant building pile for construction comprises a pile foundation forming die, a circular bottom plate, an outer boss, a second reinforcing steel bar, a middle boss, a first reinforcing steel bar, an annular reinforcing plate, a connecting rod, a supporting rod and a fixing sleeve, pile foundation forming die lower part inboard has the snap ring, pile foundation forming die is inserted to circular bottom plate, the circular bottom plate upper portion outside has the outer edge of circular bottom plate, circular bottom plate is outer to be laminated with the snap ring along the lower surface mutually, circular bottom plate has the arc hole, the arc hole symmetry sets up on circular bottom plate, circular bottom plate has a plurality of fan-shaped holes, circular bottom plate upper portion has a plurality of outer bosss, outer boss has a reinforcing bar groove, a reinforcing bar lower part suits with a reinforcing bar groove, a reinforcing bar groove is inserted to the reinforcing bar lower part, circular bottom plate middle part has middle boss, middle boss has a reinforcing bar groove No. two, No. two reinforcing bar lower parts suit with No. two reinforcing bar grooves, No. two reinforcing bar lower parts insert No. two reinforcing bar grooves.
Description
Technical Field
The utility model relates to a building field especially relates to an antidetonation type building pile for building.
Background
In the construction, need the pile foundation to support building structure, the intensity that nevertheless current pile foundation's inside was improved the pile foundation through adding many reinforcing bars, and the antidetonation effect that only relies on the reinforcing bar is poor.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the above-mentioned not enough to prior art exists provides an improve anti-seismic performance's an anti-seismic type building pile for building.
The utility model aims at realizing through the following technical scheme:
an earthquake-resistant building pile for construction comprises a pile foundation forming die, a circular bottom plate, an outer boss, a second reinforcing steel bar, a middle boss, a first reinforcing steel bar, an annular reinforcing plate, a connecting rod, a supporting rod and a fixing sleeve, pile foundation forming die lower part inboard has the snap ring, pile foundation forming die is inserted to circular bottom plate, the circular bottom plate upper portion outside has the outer edge of circular bottom plate, circular bottom plate is outer to be laminated with the snap ring along the lower surface mutually, circular bottom plate has the arc hole, the arc hole symmetry sets up on circular bottom plate, circular bottom plate has a plurality of fan-shaped holes, circular bottom plate upper portion has a plurality of outer bosss, outer boss has a reinforcing bar groove, a reinforcing bar lower part suits with a reinforcing bar groove, a reinforcing bar groove is inserted to the reinforcing bar lower part, circular bottom plate middle part has middle boss, middle boss has a reinforcing bar groove No. two, No. two reinforcing bar lower parts suit with No. two reinforcing bar grooves, No. two reinforcing bar lower parts insert No. two reinforcing bar grooves.
Annular reinforcing plate is connected at both ends about the connecting rod, and a plurality of connecting rods are in annular reinforcing plate axle side evenly distributed, and the connecting rod lateral surface laminates mutually with pile foundation forming die, and annular reinforcing plate is connected on branch upper portion, and branch is in annular reinforcing plate axle side evenly distributed, and branch sub-unit connection annular bottom plate, annular bottom plate lower surface laminate mutually with circular bottom plate.
Annular reinforcing plate inside has a plurality of spacing flanges, and spacing flange has spacing hole, and a reinforcing bar suits with spacing hole, and a reinforcing bar passes spacing hole, and fixed cover has fixed cover hole, and No. two reinforcing bars suit with fixed cover hole, and No. two reinforcing bars pass fixed cover hole, and fixed cover has fixed cover curb plate, and annular reinforcing plate is connected in the fixed cover curb plate outside.
Has the advantages that:
1. the utility model supports the outer edge of the circular bottom plate by the clamp ring, and further supports the circular bottom plate, so that the circular bottom plate is aligned with the lower surface of the pile foundation forming die, the clamp ring supports the outer edge of the circular bottom plate, so that the circular bottom plate is aligned with the lower surface of the pile foundation forming die, the first reinforcing steel bar groove is used for positioning the first reinforcing steel bar, the second reinforcing steel bar groove is used for positioning the second reinforcing steel bar, the second reinforcing steel bar has the same length and diameter as the first reinforcing steel bar, a plurality of annular reinforcing plates which are distributed up and down are connected by a plurality of connecting rods which are distributed axially to form a reinforcing frame, the outer side surface of each connecting rod is attached to the pile foundation forming die, so that the annular reinforcing plates are superposed with the central line of the pile foundation forming die, the upper ends and the lower ends of the supporting rods are connected with the annular reinforcing plates and the annular bottom plate, the annular bottom plate is supported by a plurality of supporting rods and the annular bottom plate, and the contact area of the supporting rods and the circular bottom plate is increased, the bottom of the reinforcing frame is more stable, and shaking is prevented.
2. The utility model discloses annular reinforcing plate supports annular reinforcing plate through spacing flange, mutually support through spacing flange and outer boss of upper and lower distribution to reinforcing bar transverse orientation No. one, make a reinforcing bar keep vertical, and a plurality of reinforcing bars are parallel to each other, annular reinforcing plate is through fixed cover curb plate, fixed cover is spacing to No. two reinforcing bars, cooperate with middle boss and right No. two reinforcing bars, prevent No. two reinforcing bar slopes, make No. two reinforcing bars arrange the intermediate position of pile foundation in, this device is through a plurality of reinforcing bars, the cooperation of annular reinforcing plate and No. two reinforcing bars makes the inside structural feature of whole pile foundation improve, the power of the earthquake that the pile foundation received is the shearing force of cross section, compare in current pile foundation, this pile foundation is inside to have improved the anti-seismic performance of pile foundation with a plurality of annular reinforcing plates and No. two reinforcing bars of establishing with adding.
Drawings
Figure 1 is an antidetonation type building pile for building main view cross-section.
Figure 2 is an anti-seismic building pile top view for building.
Figure 3 is a local enlarger of antidetonation type building pile for building.
Detailed Description
The invention is explained in more detail below with reference to the figures and examples:
an earthquake-resistant building pile for buildings comprises a pile foundation forming die 01, a circular bottom plate 03, an outer boss 06, a second reinforcing steel bar 09, a middle boss 10, a first reinforcing steel bar 12, an annular reinforcing plate 13, a connecting rod 16, a supporting rod 17 and a fixing sleeve 19, wherein a clamping ring 02 is arranged on the inner side of the lower part of the pile foundation forming die 01, the circular bottom plate 03 is inserted into the pile foundation forming die 01, a circular bottom plate outer edge 04 is arranged on the outer side of the upper part of the circular bottom plate 03, the lower surface of the circular bottom plate outer edge 04 is attached to the clamping ring 02, the clamping ring 02 supports the circular bottom plate outer edge 04 and further supports the circular bottom plate 03, so that the circular bottom plate 03 is aligned with the lower surface of the pile foundation forming die 01, the circular bottom plate 03 is provided with an arc-shaped hole 05, the arc-shaped hole 05 is symmetrically arranged on the circular bottom plate 03, the circular bottom plate 03 is provided with a plurality of fan-shaped holes 22, the upper part of the circular bottom plate 03 is provided with a plurality of outer bosses 06, the outer bosses 06 are provided with a first reinforcing steel bar groove 07, no. 12 lower parts of reinforcing bar are adapted to a reinforcing bar groove 07, a reinforcing bar groove 07 is inserted into the 12 lower parts of a reinforcing bar, the reinforcing bar groove 07 is used for positioning a reinforcing bar 12, a middle boss 10 is arranged in the middle of a circular base plate 03, the middle boss 10 is provided with a reinforcing bar groove 11, the lower part of a reinforcing bar 09 is adapted to a reinforcing bar groove 11, the lower part of a reinforcing bar 09 is inserted into a reinforcing bar groove 11, the reinforcing bar groove 11 is used for positioning a reinforcing bar 09, and the length and the diameter of the reinforcing bar 09 are the same as those of the reinforcing bar 12.
The upper end and the lower end of the connecting rod 16 are connected with the annular reinforcing plate 13, the connecting rods 16 are uniformly distributed on the axial side of the annular reinforcing plate 13, the annular reinforcing plates 13 which are distributed up and down are connected through the connecting rods 16 which are distributed axially to form a reinforcing frame, the outer side surface of the connecting rod 16 is attached to the pile foundation forming die 01 to ensure that the annular reinforcing plate 13 is superposed with the central line of the pile foundation forming die 01, the upper part of the supporting rod 17 is connected with the annular reinforcing plate 13, the supporting rod 17 is uniformly distributed on the axial side of the annular reinforcing plate 13, the lower part of the supporting rod 17 is connected with the annular bottom plate 18, the lower surface of the annular bottom plate 18 is attached to the circular bottom plate 03, the upper end and the lower end of the supporting rod 17 are connected with the annular reinforcing plates 13 and the annular bottom plate 18, the annular reinforcing plate 13 is supported by the plurality of supporting rods 17 and the annular bottom plate 18, the contact area between the supporting rods 17 and the circular bottom plate 03 is increased by the annular bottom plate 18, the bottom of the reinforcing frame is more stable, and shaking is prevented.
The annular reinforcing plate 13 is internally provided with a plurality of limiting convex plates 14, each limiting convex plate 14 is provided with a limiting hole 15, a first steel bar 12 is matched with the limiting hole 15, the first steel bar 12 penetrates through the limiting hole 15, the annular reinforcing plate 13 supports the annular reinforcing plate 13 through the limiting convex plates 14, the first steel bar 12 is transversely positioned through the mutual matching of the limiting convex plates 14 and the outer bosses 06 which are distributed up and down, the first steel bar 12 is kept vertical, the first steel bars 12 are parallel to each other, the fixing sleeve 19 is provided with a fixing sleeve inner hole 20, a second steel bar 09 is matched with the fixing sleeve inner hole 20, the second steel bar 09 penetrates through the fixing sleeve inner hole 20, the fixing sleeve 19 is provided with a fixing sleeve side plate 21, the annular reinforcing plate 13 is connected to the second steel bar 09 through the fixing sleeve side plate 21 and the fixing sleeve 19, and is matched with the middle bosses 10 to right the second steel bar 09, prevent the slope of No. two reinforcing bars 09, make No. two reinforcing bars 09 arrange the intermediate position of pile foundation in, this device makes the inner structure performance of whole pile foundation improve through a plurality of reinforcing bars 12, annular reinforcing plate 13 and No. two reinforcing bars 09's cooperation, and the power of the earthquake that the pile foundation received is the shearing force of cross section, compares in current pile foundation, and this pile foundation is inside to have improved the anti-seismic performance of pile foundation with No. two reinforcing bars 09 with a plurality of annular reinforcing plates 13 of establishing.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (3)
1. An earthquake-resistant building pile for buildings is characterized by comprising a pile foundation forming die, a circular bottom plate, an outer boss, a second reinforcing steel bar, a middle boss, a first reinforcing steel bar, an annular reinforcing plate, a connecting rod, a supporting rod and a fixing sleeve, wherein the inner side of the lower part of the pile foundation forming die is provided with a snap ring, the circular bottom plate is inserted into the pile foundation forming die, the outer side of the upper part of the circular bottom plate is provided with an outer edge of the circular bottom plate, the lower surface of the outer edge of the circular bottom plate is attached to the snap ring, the circular bottom plate is provided with arc-shaped holes which are symmetrically arranged on the circular bottom plate, the circular bottom plate is provided with a plurality of fan-shaped holes, the upper part of the circular bottom plate is provided with a plurality of outer bosses, the outer bosses are provided with a first reinforcing steel bar groove, the lower part of the first reinforcing steel bar is adapted to the first reinforcing bar groove, the middle part of the circular bottom plate is provided with a middle boss, the middle boss is provided with a second reinforcing bar groove, the lower part of the second reinforcing bar is adapted to the second reinforcing bar groove, the lower part of the second reinforcing steel bar is inserted into the second reinforcing steel bar groove.
2. An earthquake-resistant building pile for construction as claimed in claim 1, wherein the upper and lower ends of the connecting rod are connected with annular reinforcing plates, the connecting rods are uniformly distributed on the axial side of the annular reinforcing plates, the outer side surfaces of the connecting rods are attached to a pile foundation forming die, the upper portion of the supporting rod is connected with the annular reinforcing plates, the supporting rods are uniformly distributed on the axial side of the annular reinforcing plates, the lower portion of the supporting rod is connected with the annular bottom plate, and the lower surface of the annular bottom plate is attached to the circular bottom plate.
3. An earthquake-resistant building pile for buildings according to claim 1, wherein the annular reinforcing plate is internally provided with a plurality of limiting convex plates, each limiting convex plate is provided with a limiting hole, a first reinforcing steel bar is matched with the limiting hole, the first reinforcing steel bar penetrates through the limiting hole, the fixing sleeve is provided with a fixing sleeve inner hole, a second reinforcing steel bar is matched with the fixing sleeve inner hole, the second reinforcing steel bar penetrates through the fixing sleeve inner hole, the fixing sleeve is provided with a fixing sleeve side plate, and the outer side of the fixing sleeve side plate is connected with the annular reinforcing plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120778164.2U CN214738211U (en) | 2021-04-16 | 2021-04-16 | Anti-seismic building pile for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120778164.2U CN214738211U (en) | 2021-04-16 | 2021-04-16 | Anti-seismic building pile for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214738211U true CN214738211U (en) | 2021-11-16 |
Family
ID=78603410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120778164.2U Expired - Fee Related CN214738211U (en) | 2021-04-16 | 2021-04-16 | Anti-seismic building pile for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214738211U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114808945A (en) * | 2022-04-28 | 2022-07-29 | 中铁时代建筑设计院有限公司 | Cast-in-place large-diameter tubular pile for foundation pit support and tubular pile construction method |
-
2021
- 2021-04-16 CN CN202120778164.2U patent/CN214738211U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114808945A (en) * | 2022-04-28 | 2022-07-29 | 中铁时代建筑设计院有限公司 | Cast-in-place large-diameter tubular pile for foundation pit support and tubular pile construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211116 |