CN202595757U - Grouting type reinforced filling pile foundation structure - Google Patents
Grouting type reinforced filling pile foundation structure Download PDFInfo
- Publication number
- CN202595757U CN202595757U CN 201220133831 CN201220133831U CN202595757U CN 202595757 U CN202595757 U CN 202595757U CN 201220133831 CN201220133831 CN 201220133831 CN 201220133831 U CN201220133831 U CN 201220133831U CN 202595757 U CN202595757 U CN 202595757U
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- China
- Prior art keywords
- pile
- cushion cap
- pile foundation
- foundation structure
- grouting
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- 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.)
- Expired - Lifetime
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- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 239000004568 cement Substances 0.000 claims abstract description 4
- 238000007711 solidification Methods 0.000 claims abstract description 4
- 230000008023 solidification Effects 0.000 claims abstract description 4
- 238000007569 slipcasting Methods 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 230000004520 agglutination Effects 0.000 abstract 1
- 238000005056 compaction Methods 0.000 abstract 1
- 230000005540 biological transmission Effects 0.000 description 10
- 238000010276 construction Methods 0.000 description 8
- 230000005611 electricity Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 235000012149 noodles Nutrition 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 210000003108 foot joint Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a grouting type reinforced filling pile foundation structure, which comprises a connecting pile, a cushion cap and a pressing pile, wherein the connecting pile is connected with the upper surface of the cushion cap in a pouring manner, the pressing pile is connected with the lower surface of the cushion cap in a pouring manner, and cement solidification layers are laid on the end surfaces and the side surfaces of the pressing pile. Compared with the prior art, the grouting type reinforced filling pile foundation structure can improve the bearing capacity of a single pile, so that the pile loading settling curve becomes gentle through grouting on a pile foundation, and the settling amount is obviously reduced; through the effects of a grouting layer such as infiltration concretion, agglutination mud cake, filling compaction, split reinforcement and the like, the soft soil body around the pile is strengthened, the boundary condition of pile-soil is improved, the bearing capacity of filling pile is improved, and the settling amount is reduced.
Description
Technical field
The utility model relates to a kind of pile foundation, especially relates to a kind of slip casting formula and reinforces the bored concrete pile foundation structure.
Background technology
Transmission line of electricity mainly contains two kinds of forms, overhead wire and underground cable lines.The investment of overhead wire body is little, and transmission capacity is big, is the particularly main mode of extra high voltage network of transmission line of electricity always.
Electric power line pole tower be supporting overhead transmission line conductor and ground wire and make between them and and the earth between keep the rod of certain distance and the structure of turriform, its security reliability is directly connected to the safe operation of whole transmission line of electricity.
Along with steady development of economy; Power demand increases year by year; National grid construction development is accelerated comprehensively; The transmission line length of having built up is from 513903 kilometers of developing into 2008 of 326215 kilometers in 2004, wherein 2005 to 2008 newly-built 55549,31455,43885,56799 kilometers respectively.To in December, 2009, obtain 500kV and the above transmission of electricity project that National Development and Reform Committee approves the construction of and just reach 58.
Along with the construction of China's extra-high voltage grid and with the applying of transmission of electricity new technologies such as many loop lines of tower road, compact line, large-section lead, the trend of the big load of electric power line pole tower, maximization is more obvious.The construction of " resource-conserving, environmentally friendly " society, the security and stability of big electrical network, the complicated unusual security reliability to tower structure of climate change, economy, environmental-protecting performance etc. are all had higher requirement, and transmission line tower structure research is faced with new challenges.
Conventional overhead transmission line outlet structure often adopts flush type foot joint form; Promptly stay and establish a rim of a cup at basic top; The herringbone steel pipe column is inserted in the rim of a cup; Adopt the concrete of high one-level label to fill rim of a cup again, fill and carry out at twice, treating that concreting for the second time forms just can carry out follow-up lead after the intensity and hang up work.Say from the construction angle, this method easy construction, the foundation construction required precision is not high, but long in time limit, for reconstruction and extension project, can cause twice power failure process successively.
The utility model content
The purpose of the utility model is exactly to provide a kind of slip casting formula that can improve bearing capacity of single pile to reinforce the bored concrete pile foundation structure for the defective that overcomes above-mentioned prior art existence.
The purpose of the utility model can realize through following technical scheme:
A kind of slip casting formula is reinforced the bored concrete pile foundation structure; Comprise and connect stake, cushion cap and piling down; Described connection stake cast is connected the upper surface of cushion cap, and the described cast of piling down is connected the soffit of cushion cap, and the end face of following piling and side are laid with the cement solidification layer.
A described center position that is located at cushion cap that connects is embedded with vertical reinforcing bar and horizontal stirrup in the connection stake.
Be embedded horizontal reinforcement in the described cushion cap.
Described piling down is provided with two, is evenly distributed on the soffit of cushion cap.
Compared with prior art, the utility model can improve bearing capacity of single pile, through slip casting on pile foundation; Make the pile load subsidence curve tend towards stability, settling amount obviously reduces, effects such as grouting layer is compacted through infiltration fixed, glued mud skin, filling, splitting reinforcement; Reinforce all soft soils of stake; Improve stake pedosphere noodles spare, improved the bearing capacity of castinplace pile, reduce settling amount.
Description of drawings
Fig. 1 is the structural representation of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the utility model is elaborated.
Embodiment
A kind of slip casting formula is reinforced the bored concrete pile foundation structure, and its structure is as shown in Figure 1, comprises connecting stake 1, cushion cap 2 and piling 3 down; Connect the upper surface that stake 1 cast is connected cushion cap 2, be located at the center position of cushion cap 2, be embedded with vertical reinforcing bar 11 and horizontal stirrup 12 in the connection stake 1; In cushion cap, be embedded horizontal reinforcement 21; Following piling 3 cast are connected the soffit of cushion cap 2, are provided with two altogether, and the end face of following piling 3 and side are laid with cement solidification layer 4.
The all soft soils of stake are reinforced in effects such as the grouting behind shaft or drift lining bored concrete pile foundation is compacted through infiltration fixed, glued mud skin, filling, splitting reinforcement, improve a stake pedosphere noodles spare; Improved the bearing capacity of castinplace pile, reduced settling amount, through improving bearing capacity of single pile; Reach the quantity that reduces stake, the purpose that shortens the length of stake or dwindle the diameter of stake, thus reduce the material usage on basis; The duration that shortens, reduced construction costs.
Claims (4)
1. a slip casting formula is reinforced the bored concrete pile foundation structure; It is characterized in that; This pile foundation structure comprises connection stake, cushion cap and piling down; Described connection stake cast is connected the upper surface of cushion cap, and the described cast of piling down is connected the soffit of cushion cap, and the end face of following piling and side are laid with the cement solidification layer.
2. a kind of slip casting formula according to claim 1 is reinforced the bored concrete pile foundation structure, it is characterized in that, a described center position that is located at cushion cap that connects is embedded with vertical reinforcing bar and horizontal stirrup in the connection stake.
3. a kind of slip casting formula according to claim 1 is reinforced the bored concrete pile foundation structure, it is characterized in that, is embedded horizontal reinforcement in the described cushion cap.
4. a kind of slip casting formula according to claim 1 is reinforced the bored concrete pile foundation structure, it is characterized in that, described piling down is provided with two, is evenly distributed on the soffit of cushion cap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220133831 CN202595757U (en) | 2012-03-31 | 2012-03-31 | Grouting type reinforced filling pile foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220133831 CN202595757U (en) | 2012-03-31 | 2012-03-31 | Grouting type reinforced filling pile foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202595757U true CN202595757U (en) | 2012-12-12 |
Family
ID=47313307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220133831 Expired - Lifetime CN202595757U (en) | 2012-03-31 | 2012-03-31 | Grouting type reinforced filling pile foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202595757U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498575A (en) * | 2013-10-21 | 2014-01-08 | 哈尔滨工业大学 | n-shaped beam used for foundation strengthening and construction method thereof |
| CN104452795A (en) * | 2014-12-12 | 2015-03-25 | 北京筑福国际工程技术有限责任公司 | Additional elevator foundation structure of old building and construction method of additional elevator foundation structure |
| CN107090841A (en) * | 2017-04-17 | 2017-08-25 | 广州电力设计院 | Prefabricated cushion cap foundation, transmission tower and its construction method |
| CN108036985A (en) * | 2017-12-27 | 2018-05-15 | 刘睿洋 | A kind of fracture grouting slurry arteries and veins makes and infiltration coefficient detection device and method |
| CN111042177A (en) * | 2019-12-20 | 2020-04-21 | 深圳市蛇口招商港湾工程有限公司 | Pile cap foundation arrangement and construction method thereof |
-
2012
- 2012-03-31 CN CN 201220133831 patent/CN202595757U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498575A (en) * | 2013-10-21 | 2014-01-08 | 哈尔滨工业大学 | n-shaped beam used for foundation strengthening and construction method thereof |
| CN103498575B (en) * | 2013-10-21 | 2015-08-19 | 哈尔滨工业大学 | Underpin a few word beam and construction method thereof |
| CN104452795A (en) * | 2014-12-12 | 2015-03-25 | 北京筑福国际工程技术有限责任公司 | Additional elevator foundation structure of old building and construction method of additional elevator foundation structure |
| CN107090841A (en) * | 2017-04-17 | 2017-08-25 | 广州电力设计院 | Prefabricated cushion cap foundation, transmission tower and its construction method |
| CN108036985A (en) * | 2017-12-27 | 2018-05-15 | 刘睿洋 | A kind of fracture grouting slurry arteries and veins makes and infiltration coefficient detection device and method |
| CN108036985B (en) * | 2017-12-27 | 2023-08-11 | 刘睿洋 | Device and method for manufacturing split grouting slurry vein and detecting permeability coefficient |
| CN111042177A (en) * | 2019-12-20 | 2020-04-21 | 深圳市蛇口招商港湾工程有限公司 | Pile cap foundation arrangement and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121212 |