CN106351233A - Thin-walled cylindrical soil core pile with wings - Google Patents
Thin-walled cylindrical soil core pile with wings Download PDFInfo
- Publication number
- CN106351233A CN106351233A CN201610759193.8A CN201610759193A CN106351233A CN 106351233 A CN106351233 A CN 106351233A CN 201610759193 A CN201610759193 A CN 201610759193A CN 106351233 A CN106351233 A CN 106351233A
- Authority
- CN
- China
- Prior art keywords
- thin
- pile
- soil
- winged
- cartridge type
- 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.)
- Granted
Links
- 239000002689 soil Substances 0.000 title claims abstract description 41
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 4
- 239000002184 metal Substances 0.000 abstract description 2
- 238000003825 pressing Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Catching Or Destruction (AREA)
Abstract
The invention provides a thin-walled cylindrical soil core pile with wings. The thin-walled cylindrical soil core pile can serve as a supporting body and a temporary facility such as emergency hydraulic rescue, the thin-walled cylindrical soil core pile is made of metal, the middle of the soil core pile is a thin-walled cylinder, a front wing plate and a rear wing plate are arranged at the front end and the rear end of the thin-walled cylinder respectively, a fastening portion is arranged on the front wing plate and used for splicing with a rear wing plate of a front pressing pile in a guiding manner, and a sharp edge is arranged at the bottom of the pile, so that the pile can be smoothly pressed into soil. Various thin-walled cylindrical soil core piles can be sequentially pressed into the soil in a section divided manner, so that the front of one soil core pile is connected with the tail of other soil core pile to form an entire soil core pile, the soil core pile serves as the supporting body when soil is excavated, space stiffness of the pile cylinder and stability of the supporting body are improved by combined actions of the closed thin-walled cylinder, the two wing plates of the pile and a soil core, soil can not be reconstructed, so that surrounding residents cannot be disturbed, construction cost is reduced, the pile can be drawn out after supporting is finished, the pile can be repeatedly used, labor and materials are saved, and environments are protected.
Description
Technical field
The present invention relates to building field is and in particular to a kind of winged thin-walled cartridge type core stake for gib use.
Background technology
In the construction of underground structure, earth excavation needs to be provided with advance supporting facility, and underground structure is also required to set surrounding
Building enclosure.The supporting facility of earth excavation is independent gib body, its objective is to ensure outside Underground Construction process
Enclose soil stabilization and construction safety.Therefore supporting facility has high demands, but is discarded after underground engineering completion again, not only wastes people
Power, financial resources, and easily environment is produced with the harm such as pollution.
Content of the invention
A kind of in view of above-mentioned the deficiencies in the prior art, it is an object of the invention to provide winged for gib use
Thin-walled cartridge type core stake.
Technical program of the present invention lies in: a kind of winged thin-walled cartridge type core stake, including thin-wall barrel, described thin-wall barrel
Can be rectangle, circular or polygonal thin-wall barrel.The front-end and back-end of described thin-wall barrel be respectively arranged with front wing panel and
Rear fender, described front wing panel is additionally provided with for the engaging portion with the guiding splicing of front piling rear fender；Described front piling refers to
Formerly it is pressed into the winged thin-walled cartridge type core stake in soil, described rear piling refers to the winged thin-walled cartridge type core in rear press-in soil
Stake.The stake bottom of described winged thin-walled cartridge type core stake is provided with sharp sword, to be smoothly pressed in soil.
It is arranged at intervals with reinforcement sword on the sharp sword of described thin-wall barrel.The described cross strengthening sword and sharp sword composition local
Sword, both ensure that the firm of sharp sword, had enhanced crush-cutting effect again.
It is additionally arranged at the bottom of inclined edge in the stake successively pressure even rear end in direction, i.e. the rear end of described thin-wall barrel and/or its rear wing
Plate has been additionally arranged at the bottom of inclined edge it is ensured that can abut in front piling during stake crush-cutting.
For the frictional resistance of soil when reducing winged thin-walled cartridge type core stake press-in and extracting in soil, described thin-wall barrel
On inside and outside wall and/or in front and back it has been horizontally disposed with some arc antifriction evaginations along short transverse on the inside and outside wall of wing plate to strengthen
Band.
In order to coordinate the needs of the horizontal supporting beam of installation inside stake, the barrel of described thin-wall barrel is provided with some spiral shells to be connected
Female hole, described nut in the hole to be connected is provided with protection plug screw, to prevent pollution or the closure of soil.In order to improve the reliability of connection,
Local thickeies the barrel of nut bore to be connected, and the periphery at thickening position is arc-shaped transition, to reduce frictional force when stake pressure is pulled out.
Described thin-wall barrel is docked up and down successively by more piece thin-wall barrel and forms.Upper and lower two section thin-wall barrels are through leveling screw
Connect, the upper end of lower section thin-wall barrel has and extends out clinch, and the lower end of upper section thin-wall barrel is plugged on and extends out the interior of clinch
Side, leveling screw is located in and extends out on clinch and the bottom of upper section thin-wall barrel.In order to reduce frictional force when stake pressure is pulled out,
Described leveling screw is dormant bolt, extends out and is provided with corresponding counterbore on clinch, or described leveling screw is coiled hair spiral shell
Bolt.
In adjacent studs against connecting in control, the front wing panel of described thin-wall barrel is arranged in pairs engaging portion, described button
The shape of cross section of socket part is broken line type or arc line type, and the contact jaw of described engaging portion is connect with the lateral surface of front piling rear fender
Touch, the contact jaw of described engaging portion is arcwall face, and the spacing between two contact jaws of a pair of engaging portion is more than described thin-wall barrel
The corresponding connecting portion of rear end wing plate spacing.
The rear fender terminal surface of described thin-wall barrel is provided with the arc antifriction tooth of some evaginations along short transverse.
The crush-cutting of winged thin-walled cartridge type core stake and extract the stake top lid that must have tool-type, i.e. described winged thin-walled cartridge type soil
Core stake also includes stake top lid, and described stake top lid is back-off spill box body, the next week of described back-off spill box body and thin-wall barrel
Upper end releasable connection, described stake top lid is to strengthen equal power slab, and the pressure of transmission pile compacting equipment is provided with described stake top lid
Hanging hole, to pull out equipment hanging with liter, the liter realizing this core stake pulls out.It is provided with compressing of back-pressure core soil in described stake top lid
Plate, depression bar passes vertically through stake top lid, conflicts on compressing plate in the lower end of depression bar.When liter pulls out, depression bar forces in a core through compressing plate
Soil, prevents a core soil to be carried over stake cylinder.
It is an advantage of the current invention that: the present invention temporary facility such as can speedily carry out rescue work as prop and emergent water conservancy project.It is by metal
Constitute, this winged thin-walled cartridge type core stake can be pressed in soil successively in merogenesis segmentation, and the core stake being connected before and after formation, as soil
The prop that side excavates.The thin-wall barrel of closure and its two wing plates and the collective effect of core, enhance the space stiffness of stake cylinder
Stability with supporting.Again transformed without to soil, it is to avoid the generation disturbance to surrounding resident, reduction is constructed into simultaneously again
This.After the completion of supporting, can be risen and be pulled out, can be repeatedly used, be reached saving of labor, material-saving, the purpose of environmental protection.
Brief description
Fig. 1 is the overlooking the structure diagram of winged thin-walled cartridge type core stake in embodiment.
Fig. 2 is the main structure diagram of winged thin-walled cartridge type core stake in embodiment.
Fig. 3 is the sharp sword sectional schematic diagram with strengthening sword in embodiment.
Fig. 4 is the local section schematic diagram saving thin-wall barrel docking section up and down.
Fig. 5 is stake top lid in embodiment, compresses the structural representation of plate and depression bar.
In figure: 1 thin-wall barrel, 2 front wing panels, 3 rear fenders, 4 engaging portion, 5 sharp swords, 6 reinforcement swords, 7
Inclined edge, 8 arc antifriction evagination reinforcing strips, 9 nut bore to be connected, 10 arc antifriction teeth, 11 leveling screws, 12 times sections
Thin-wall barrel, 13 extend out clinch, save thin-wall barrel, 15 stake top lids, 16 hanging holes, 17 compress plate on 14, and 18
Depression bar.
Specific embodiment
In order to technical scheme and technique effect can be become apparent, below and coordinate accompanying drawing, make specifically
Bright.
As shown in figure 1, the winged thin-walled cartridge type core stake of the present invention includes thin-wall barrel 1.In the present embodiment, described thin
Wall cylinder 1 is rectangular thin-wall cylinder.The front-end and back-end of described thin-wall barrel are respectively arranged with front wing panel 2 and rear fender 3, described
It is additionally provided with front wing panel 2 for the engaging portion 4 with the guiding splicing of front piling rear fender.Described front piling refers to formerly be pressed into soil
In winged thin-walled cartridge type core stake, described rear piling refer to rear press-in soil in winged thin-walled cartridge type core stake.Described band
The stake bottom of wing thin-walled cartridge type core stake is provided with sharp sword 5, to be smoothly pressed in soil.
In adjacent studs against connecting in control, the front wing panel 2 of described thin-wall barrel 1 is arranged in pairs engaging portion 4, described
The shape of cross section of engaging portion 4 is broken line type or arc line type, is broken line type in Fig. 1.The contact jaw of described engaging portion 4 and front piling
The lateral surface contact of rear fender, the contact jaw of described engaging portion is arcwall face, the spacing between two contact jaws of a pair of engaging portion
Spacing more than the corresponding connecting portion of rear end wing plate of described thin-wall barrel.
As shown in Figures 2 and 3, the sharp sword 5 of described thin-wall barrel is arranged at intervals with reinforcement sword 6.Described reinforcement sword 6 and point
Sword 5 constitutes the cross bladed of local, both ensure that the firm of sharp sword, and had enhanced crush-cutting effect again.
As shown in Fig. 2 being additionally arranged at the bottom of inclined edge 7 in the stake successively pressure even rear end in direction, i.e. the rear end of described thin-wall barrel
And/or its rear fender has been additionally arranged at the bottom of inclined edge 7 it is ensured that can abut in front piling during stake crush-cutting.
For the frictional resistance of soil when reducing winged thin-walled cartridge type core stake press-in and extracting in soil, described thin-wall barrel
On inside and outside wall and/or in front and back it has been horizontally disposed with some arc antifriction evaginations along short transverse on the inside and outside wall of wing plate to strengthen
Band 8.
As shown in Fig. 2 for the needs coordinating the horizontal supporting beam of installation inside stake, the barrel of described thin-wall barrel is provided with
Some nut bore to be connected 9, whne even nut bore 9 when being not connected with using, described nut in the hole to be connected is provided with protection plug screw, to prevent
The pollution of soil or closure.In order to improve the reliability of connection, locally thicken the barrel of nut bore to be connected, and thicken the periphery at position
For arc-shaped transition, to reduce frictional force when stake pressure is pulled out.
As shown in Fig. 2 the rear fender terminal surface of described thin-wall barrel is provided with the arc antifriction of some evaginations along short transverse
Tooth 10.
As shown in figure 4, described thin-wall barrel is docked successively up and down by more piece thin-wall barrel forming.Upper and lower two section thin-wall barrels
Connect through leveling screw 11, the upper end of lower section thin-wall barrel 12 has and extends out clinch 13, the lower end of upper section thin-wall barrel 14 is inserted
Put in the inner side extending out clinch 13, leveling screw 11 is located in the bottom extending out clinch 13 and upper section thin-wall barrel 14
On.In order to reduce frictional force when stake pressure is pulled out, described leveling screw is dormant bolt, extends out to be provided with clinch and sinks accordingly
Hole, or described leveling screw be pan bolt.
As shown in figure 5, the crush-cutting of winged thin-walled cartridge type core stake and extract the stake top lid 15 that must have tool-type, i.e. described band
Wing thin-walled cartridge type core stake also includes stake top lid 15, and described stake top lid is back-off spill box body, under described back-off spill box body
Week and the upper end releasable connection of thin-wall barrel, for example with bolt connection.Described stake top lid is to strengthen equal power slab, transmission pressure
The pressure of stake equipment, described stake top lid is provided with hanging hole 16, to pull out equipment hanging with liter, the liter realizing this core stake pulls out.
Be provided with back-pressure core soil in described stake top lid compresses plate 17, and depression bar 18 passes vertically through stake top lid, conflicts and supporting in the lower end of depression bar
On pressing plate.When liter pulls out, depression bar 18 forces in a core soil through compressing plate 17, prevents a core soil to be carried over stake cylinder.
The foregoing is only presently preferred embodiments of the present invention, all impartial changes done according to scope of the present invention patent with
Modify, all should belong to the covering scope of the present invention.
Claims (9)
1. a kind of winged thin-walled cartridge type core stake, including thin-wall barrel it is characterised in that: the front-end and back-end of described thin-wall barrel
It is respectively arranged with front wing panel and rear fender, described front wing panel is additionally provided with for the snapping with the guiding splicing of front piling rear fender
Portion；The stake bottom of described winged thin-walled cartridge type core stake is provided with sharp sword, to be smoothly pressed in soil.
2. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: between on the sharp sword of described thin-wall barrel
Every being provided with reinforcement sword.
3. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: the rear end of described thin-wall barrel and/
Or its rear fender has been additionally arranged at the bottom of inclined edge.
4. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: the inside and outside wall of described thin-wall barrel
Upper and/or be horizontally disposed with some arc antifriction evagination reinforcing strips along short transverse on the inside and outside wall of wing plate in front and back.
5. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: set on the barrel of described thin-wall barrel
There are some nut bore to be connected, described nut in the hole to be connected is provided with protection plug screw, to prevent pollution or the closure of soil.
6. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: described thin-wall barrel is by more piece thin-walled
Cylinder docks up and down successively and forms.
7. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: on the front wing panel of described thin-wall barrel
It is arranged in pairs engaging portion.
8. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: the rear fender of described thin-wall barrel end
End face is provided with the arc antifriction tooth of some evaginations along short transverse.
9. winged thin-walled cartridge type core stake according to claim 1 it is characterised in that: described winged thin-walled cartridge type core stake
Also include stake top lid, described stake top lid is back-off spill box body, the next week of described back-off spill box body and the upper end of thin-wall barrel
Portion's releasable connection, described stake top lid is provided with hanging hole, and be provided with back-pressure core soil in described stake top lid compresses plate, and depression bar is vertical
Through stake top lid, conflict on compressing plate in the lower end of depression bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610759193.8A CN106351233B (en) | 2016-08-30 | 2016-08-30 | A kind of thin-walled cartridge type core stake winged |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610759193.8A CN106351233B (en) | 2016-08-30 | 2016-08-30 | A kind of thin-walled cartridge type core stake winged |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106351233A true CN106351233A (en) | 2017-01-25 |
| CN106351233B CN106351233B (en) | 2018-12-04 |
Family
ID=57857294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610759193.8A Expired - Fee Related CN106351233B (en) | 2016-08-30 | 2016-08-30 | A kind of thin-walled cartridge type core stake winged |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106351233B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201686983U (en) * | 2010-05-20 | 2010-12-29 | 万勇 | Double-seam steel sheet pile |
| CN103790165A (en) * | 2014-01-23 | 2014-05-14 | 广厦湖北第六建设工程有限责任公司 | Enclosing construction device for ultra-deep foundation pit excavated in soft soil and construction method thereof |
| CN203808076U (en) * | 2014-01-23 | 2014-09-03 | 广厦湖北第六建设工程有限责任公司 | Encircling construction device for ultradeep foundation pit |
| CN205348181U (en) * | 2015-12-23 | 2016-06-29 | 中交第二航务工程局有限公司 | Steel sheet pile is executed and is beaten guider |
| JP5962728B2 (en) * | 2013-12-27 | 2016-08-03 | Ｊｆｅスチール株式会社 | Steel pipe pile |
-
2016
- 2016-08-30 CN CN201610759193.8A patent/CN106351233B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201686983U (en) * | 2010-05-20 | 2010-12-29 | 万勇 | Double-seam steel sheet pile |
| JP5962728B2 (en) * | 2013-12-27 | 2016-08-03 | Ｊｆｅスチール株式会社 | Steel pipe pile |
| CN103790165A (en) * | 2014-01-23 | 2014-05-14 | 广厦湖北第六建设工程有限责任公司 | Enclosing construction device for ultra-deep foundation pit excavated in soft soil and construction method thereof |
| CN203808076U (en) * | 2014-01-23 | 2014-09-03 | 广厦湖北第六建设工程有限责任公司 | Encircling construction device for ultradeep foundation pit |
| CN205348181U (en) * | 2015-12-23 | 2016-06-29 | 中交第二航务工程局有限公司 | Steel sheet pile is executed and is beaten guider |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106351233B (en) | 2018-12-04 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210202 Address after: 350000 the fourth office on the southeast side of the comprehensive seventh floor of the city construction building, 315 Fuxin Road, Shuibu street, Gulou District, Fuzhou City, Fujian Province Patentee after: Fuzhou Gulou Wenying Construction Engineering Co.,Ltd. Address before: 350011 Fuxin intersection, north section of Liuyi Road, Gulou District, Fuzhou City, Fujian Province Patentee before: FUJIAN THIRD CONSTRUCTION ENGINEERING Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181204 |