CN209941663U - PC construction method pile with variable connection angle - Google Patents
PC construction method pile with variable connection angle Download PDFInfo
- Publication number
- CN209941663U CN209941663U CN201920261413.3U CN201920261413U CN209941663U CN 209941663 U CN209941663 U CN 209941663U CN 201920261413 U CN201920261413 U CN 201920261413U CN 209941663 U CN209941663 U CN 209941663U
- Authority
- CN
- China
- Prior art keywords
- pile
- groove
- tongue
- steel pipe
- hinge
- Prior art date
- 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.)
- Active
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
A variable connection angle PC construction method pile comprises a steel pipe pile (2), a Larsen steel plate pile (3) and a connection tongue-and-groove (1). The steel pipe pile is connected with the Larsen steel plate pile through a connecting tongue-and-groove; connecting tongue-and-groove are symmetrically arranged on two sides of the steel pipe pile; the connecting tongue-and-groove at one side of the steel pipe pile is matched with the Larsen steel plate pile tongue-and-groove in an inserting connection mode; the connecting tongue-and-groove can rotate by 180 degrees. The utility model has flexible arrangement mode and simple and reliable integral structure; the construction method is suitable for being used as construction structures of existing various building foundation pit fender piles, and comprises improvement of circular foundation pits and similar construction structures.
Description
Technical Field
The utility model relates to a PC worker method stake of variable connection angle belongs to civil engineering construction technical field.
Background
At present, the PC construction method pile (the combination of the steel pipe pile and the Larsen pile) has the characteristics of wide application range of stratum, deep construction depth, obvious water stopping effect, high wall forming quality, high adjustability of section bar spacing and insertion depth, engineering quantity saving, no slurry pollution, convenience in beating and pulling, recoverability and the like, and is more and more widely applied to foundation pit enclosure in various complex environments.
The PC construction method pile combines the steel pipe pile and the Larsen pile by arranging the connecting tongue-and-groove, however, the connecting tongue-and-groove of the pile in the existing PC construction method is directly fixed on the steel pipe pile by welding, so that the combination of the steel pipe pile and the Larsen pile can only be fixed into a straight line, the connecting angle cannot be easily changed, and the enclosure structure of the pile in the PC construction method can only be in a linear shape. However, in some projects, obstacles cannot be removed, construction dead angles exist or a foundation pit is circular, the enclosure structure needs to be flexibly turned or arranged in a curve, and the construction difficulty of the PC construction method pile enclosure structure is greatly increased and even is not applicable any more.
Disclosure of Invention
The utility model aims at overcoming the defects existing in the design of the existing PC construction method pile, and provides a variable connection angle PC construction method pile.
The utility model provides a technical scheme that above-mentioned problem adopted is: the steel pipe pile is symmetrically provided with connecting tongues and grooves at two sides, the steel pipe pile is connected with the Larsen steel plate pile through the connecting tongues and grooves, the connecting tongues and the Larsen steel plate pile tongues are matched and spliced, the rotating angle of the connecting tongues is 180 degrees, the connecting angle of the steel pipe pile and the Larsen steel plate pile is changed by controlling the rotating direction of the connecting tongues, the orientation of the Larsen steel plate pile is changed, and the direction control of the enclosing structure of the pile in the PC construction method is realized.
A variable connection angle PC construction method pile comprises a steel pipe pile, a Larsen steel plate and a connection tongue and groove; connecting tongue-and-groove are symmetrically arranged on two sides of the steel pipe pile; the steel pipe pile and the Larsen steel plate pile are connected through a connecting tongue-and-groove.
The connecting tongue-and-groove comprises a shaft part, a locking notch and hinge accessories, wherein the shaft part is symmetrically welded and fixed on two sides of the steel pipe pile, the locking notch is connected with the shaft part through the hinge accessories in a hinge mode and used for being inserted into the Larsen steel plate pile, the locking notch is connected with the hinge accessories in a welding mode and can rotate around the shaft part within the range of-90 degrees to ~ 90 degrees, and therefore the rotation of the connecting tongue-and-groove is achieved.
The size of the section of the connecting tongue-and-groove is fixed, and the length of the connecting tongue-and-groove is equal to that of the steel pipe pile; along the length direction of the tongue-and-groove, the shaft part is provided with a hinge connecting section per meter for connecting the locking notch and the shaft part.
The diameter of the shaft of the connecting tongue is smaller in the hinge connecting section than in the remaining sections, the diameter is slightly smaller than the inner diameter of the hinge fitting in the hinge connecting section, and the diameter is slightly larger than the outer diameter of the hinge fitting in the remaining sections. The hinge fittings are slightly shorter in length than the hinge connection sections. The inner diameter of the locking opening changes along with the diameter of the shaft part and is slightly larger than the diameter of the shaft part. The inside diameter of the locking notch is the same as the inside diameter of the hinge fitting in the hinge connecting section, and the locking notch and the hinge fitting are connected by welding. The small size difference is set so that the lotus leaf structure can rotate.
Compared with the prior art, the utility model, have following advantage and effect: the utility model has flexible pile arrangement mode of PC construction method with variable connection angle and simple and reliable whole structure; the construction operation is flexible and convenient, the construction dead angle is reduced, and the labor intensity and the construction cost are reduced. The utility model discloses application scope is wide, is fit for using as the construction structures of current all kinds of building foundation ditch fender piles, including circular foundation ditch and the improvement of construction structures of the same kind.
Drawings
FIG. 1 is a schematic view of a pile of the PC construction method of the present invention;
fig. 2 is a schematic view of the connection tongue and groove of the present invention;
fig. 3 is a schematic view of the assembly of the connecting tongue and groove of the present invention;
fig. 3a shows a shaft portion structure of a coupling groove;
FIG. 3b illustrates a hinge assembly and hinge connection section configuration;
FIG. 3c is a partial schematic view of the hinge assembly and hinge connection section configuration;
FIG. 4 is an exemplary diagram of an embodiment of a PC construction method pile of the present invention;
in the figure, 1 is a connecting tongue-and-groove; 2, a steel pipe pile; 3 is Larsen steel sheet pile; 4 is a hinge connecting section; 5 is a non-removable barrier; 101 is a shaft part; 102 is a lock notch; 103 is a hinge fitting.
Detailed Description
The present invention will be described in further detail by way of examples with reference to the accompanying drawings, which are illustrative of the present invention and are not intended to limit the present invention.
As shown in fig. 1, the variable connection angle PC construction method pile of the present embodiment includes a connection tongue 1, and a steel pipe pile 2 and a larsen steel plate pile 3 inserted by the connection tongue. As shown in fig. 2 and 3, the connecting tongue and groove 1 includes a shaft portion 101 welded and fixed to the steel pipe pile 2; a locking notch 102 that can be rotated 180 ° about the shaft portion 101; and a hinge fitting 103 for fitting the locking notch 102 to the shaft portion.
During construction, the rotation direction of the connecting rabbet is determined through the central line, the position of the steel pipe pile and the rabbet direction are fixed, the steel pipe pile is sunk in place, the fixation is removed, the Larsen steel plate pile is moved to a preset position, the pile is sunk after the rabbet is aligned, and alternate pile sinking is sequentially carried out according to the designed splicing specification.
As shown in fig. 4, the following description will be made of a specific embodiment of the present invention.
In the embodiment, a PC construction method pile form in which two larsen steel sheet piles 3 are inserted between adjacent steel pipe piles 2 is adopted, and a phi 630-XX-1500PC construction method is adopted to combine the steel pipe piles in specification. Firstly, a gauge is used for accurately lofting out the enclosure center line, but the obstacle 5 cannot be removed due to the existence of the field, so that the enclosure center line deviates a part of the foundation pit to avoid the obstacle. Digging a working groove according to the central line after the pipelines and underground obstacles are checked, wherein the width of the groove is determined according to the width of the enclosure structure; hoisting a first steel pipe pile 2 to a specified position, determining the direction of a connecting rabbet 1 according to a central line, adjusting the direction of the connecting rabbet and the verticality of the steel pipe pile, pressing the steel pipe pile to a designed elevation, hoisting a first Larsen steel plate pile 3 to the top of the previous steel pipe pile, adjusting the orientation of the Larsen steel plate pile, inserting a water-stop lock notch on one side of the Larsen steel plate pile into the connecting rabbet on the corresponding side of the previous steel pipe pile, fixing the orientation of the Larsen steel plate pile to be vertical to a floor by means of the guide of the connecting rabbet, and pressing the Larsen steel plate pile into the floor. And similarly, hoisting the next Larsen steel sheet pile to a specified position, and pressing the water stop locking notch into the position aligned with the water stop locking notch of the previous Larsen steel sheet pile. And then constructing a second steel pipe pile, hoisting the second steel pipe pile to a specified position, positioning the steel pipe pile according to the central line, adjusting the direction of a connecting rabbet according to the direction of a water-stopping locking notch of the Larsen steel plate pile so that the steel pipe pile can be spliced and aligned with the water-stopping locking notch of the Larsen steel plate pile, and then pressing the second steel pipe pile into a floor. The construction of the pile enclosure structure in the PC construction method is completed by sequentially constructing in the mode.
Claims (5)
1. A variable connection angle PC construction method pile comprises a steel pipe pile and a Larsen steel plate pile, and is characterized in that the construction method pile further comprises a connection tongue and groove, and the steel pipe pile and the Larsen steel plate pile are connected through the connection tongue and groove; connecting tongue-and-groove are symmetrically arranged on two sides of the steel pipe pile; the connecting tongue-and-groove at one side of the steel pipe pile is matched with the Larsen steel plate pile tongue-and-groove in an inserting connection mode; the rotation angle of the connecting tongue-and-groove is 180 degrees.
2. The variable connection angle PC construction method pile as claimed in claim 1, wherein the connection tongue comprises a shaft part, a locking notch and a hinge fitting, the shaft part is symmetrically welded and fixed at two sides of the steel pipe pile, the locking notch is connected with the shaft part through the hinge fitting, the locking notch is connected with the hinge fitting through welding, and the locking notch can rotate around the shaft part within a range of-90 degrees ~ 90 degrees.
3. The variable connection angle PC construction method pile according to claim 2, wherein the connection tongue and groove has a fixed cross-sectional size equal to the length of the steel pipe pile; along the length direction of the tongue-and-groove, the shaft part is provided with a hinge connecting section per meter for connecting the locking notch and the shaft part.
4. The variable connection angle PC construction method pile as claimed in claim 2, wherein the cross-sectional diameter of the shaft part is smaller in the hinge connection section than in the remaining section, the cross-sectional diameter of the shaft part is slightly smaller than the inner diameter of the hinge fitting in the hinge connection section, and is slightly larger than the outer diameter of the hinge fitting in the remaining section; the hinge fittings are slightly shorter than the hinge connecting sections; the inner diameter of the locking opening is changed along with the diameter of the shaft part and is slightly larger than the diameter of the shaft part; the inside diameter of the locking notch is the same as the inside diameter of the hinge fitting in the hinge connecting section, and the locking notch and the hinge fitting are connected by welding.
5. The variable connection angle PC construction method pile according to claim 2, wherein the locking notch is used for insertion connection of a larsen steel sheet pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920261413.3U CN209941663U (en) | 2019-03-01 | 2019-03-01 | PC construction method pile with variable connection angle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920261413.3U CN209941663U (en) | 2019-03-01 | 2019-03-01 | PC construction method pile with variable connection angle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209941663U true CN209941663U (en) | 2020-01-14 |
Family
ID=69123853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920261413.3U Active CN209941663U (en) | 2019-03-01 | 2019-03-01 | PC construction method pile with variable connection angle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209941663U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944172A (en) * | 2021-11-12 | 2022-01-18 | 上海建工五建集团有限公司 | Construction method for controlling straightness and verticality of large-size PC construction method combined pile |
| CN114000516A (en) * | 2021-11-12 | 2022-02-01 | 上海建工五建集团有限公司 | Positioning sleeve |
| CN117107783A (en) * | 2023-10-18 | 2023-11-24 | 浙江双资建设有限公司 | PC construction method steel pipe pile and construction method |
-
2019
- 2019-03-01 CN CN201920261413.3U patent/CN209941663U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944172A (en) * | 2021-11-12 | 2022-01-18 | 上海建工五建集团有限公司 | Construction method for controlling straightness and verticality of large-size PC construction method combined pile |
| CN114000516A (en) * | 2021-11-12 | 2022-02-01 | 上海建工五建集团有限公司 | Positioning sleeve |
| CN114000516B (en) * | 2021-11-12 | 2023-01-20 | 上海建工五建集团有限公司 | Positioning sleeve |
| CN117107783A (en) * | 2023-10-18 | 2023-11-24 | 浙江双资建设有限公司 | PC construction method steel pipe pile and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209941663U (en) | PC construction method pile with variable connection angle | |
| WO2021109144A1 (en) | Modular intelligent dado cast-in-place pile and construction process therefor | |
| CN110043264B (en) | Construction method for jacking prefabricated rectangular vertical shaft structural type | |
| KR101106219B1 (en) | Sheetpile type large-diameter casing for underwater structure and construction method thereof | |
| CN111778994A (en) | Pipe-jacking working well supporting device for municipal pipeline engineering and construction method | |
| CN107460882A (en) | A kind of retaining piles construction method of deep basal pit closing sealing | |
| KR102019908B1 (en) | Guide for construction slurry wall | |
| CN114657941A (en) | U-shaped sheet pile support construction method | |
| CN110924990A (en) | Advanced supporting structure assembled by corrugated steel pipe sheets and supporting method | |
| CN113957878A (en) | Construction method for revetment of prefabricated U-shaped sheet pile without cofferdam | |
| JP2003138558A (en) | Connected steel pipe sheet pile, steel pipe connection structure using the same, steel pipe sheet pile wall, and soil cement continuous wall | |
| CN101381991A (en) | Geothermal heat pump buried pipe in pile and construction method | |
| CN216664087U (en) | Chain prefabricated underground continuous wall | |
| CN113373904B (en) | Water-stop type angle lug steel sheet pile and construction method | |
| CN201250401Y (en) | Embedded pipe in a pile of a geothermal heat pump | |
| KR20070076560A (en) | Sectional manhole | |
| KR101982590B1 (en) | Earth retaining wall and method of construction retaining wall using thereof | |
| JP3059051B2 (en) | Construction method of water stop wall by steel tube column | |
| CN220550536U (en) | Steel sheet pile-H steel pile composite construction method pile | |
| KR100680247B1 (en) | Device for adjusting the height of underground pipe and preventing it from inequablly sinking | |
| CN216787366U (en) | Prefabricated inspection shaft structure of assembling | |
| KR20140135555A (en) | A segment CFT column and a making method of a CFT column, a joint structure of a CFT composite column - a RC wide girder used it | |
| JPH0559215B2 (en) | ||
| CN116838379B (en) | Pile pipe curtain supporting structure for protecting subway and basement structure | |
| CN114059555B (en) | Construction method of arc-shaped foundation pit supporting system based on anchoring structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200903 Address after: 310000 259 room 2, 1 building, 1 1 Binan Road, Binjiang District, Hangzhou, Zhejiang. Patentee after: HANGZHOU FUSHIDE GEOTECHNICAL Co.,Ltd. Address before: 330031 Jiangxi city of Nanchang Province East Shuanggang Street No. 808 Patentee before: East China Jiaotong University |
|
| TR01 | Transfer of patent right |