CN109083137A - A kind of gyro stake and its manufacturing process - Google Patents
A kind of gyro stake and its manufacturing process Download PDFInfo
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- CN109083137A CN109083137A CN201811100432.4A CN201811100432A CN109083137A CN 109083137 A CN109083137 A CN 109083137A CN 201811100432 A CN201811100432 A CN 201811100432A CN 109083137 A CN109083137 A CN 109083137A
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- China
- Prior art keywords
- stake
- reinforcing rib
- gyro
- horizontal bar
- inclined stiffener
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Classifications
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- 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
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- 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
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of gyro stake and its manufacturing process, the gyro stake includes armored concrete and reinforcing rib, the reinforcing rib includes plane reinforcing rib, inclined stiffener, stake reinforcing rib and fixing muscle, the plane reinforcing rib includes the horizontal bar of at least two groups intersection, the inclined stiffener is connected to the lower section of the horizontal bar and extends inwardly, the stake reinforcing rib is connected to the inclined stiffener and extends downward, the stake reinforcing rib surrounds column structure, the column structure forms the high foot of gyro stake, the fixing muscle is connected between the inclined stiffener and/or the stake reinforcing rib.The invention enables high feet can be designed to have deeper depth under conditions of guaranteeing has enough structural strengths.
Description
Technical field
The present invention relates to bulkhead tech fields, and in particular to a kind of gyro stake and its manufacturing process.
Background technique
It has been set in the more coastal area of coastal area, especially mud or reservoir, bridge equipotential and has prevented mud
The phenomenon that soil washes away needs to arrange slope protection barricade etc..During slope protection, tradition is to play native stake in bottom of slope portion, and construction efficiency is very
It is low, lost labor.For this purpose, existing in the prior art generally replace native stake using gyro stake, and during using gyro stake, one
As the high foot depth of gyro stake be 20-30cm, depth is insufficient, and the firmness of gyro stake is insufficient, is easy to produce sedimentation and displacement
Problem, and once by the deeper of the depth design of high foot, then the structural strength for easily causing gyro stake is insufficient, easily causes safety
Hidden danger.
Based on this, it is necessary to provide a kind of new gyro pileworks, its high foot are designed deeper without influencing
Structural strength.
Summary of the invention
In view of the deficiencies of the prior art, the present invention provides a kind of gyro stake and its manufacturing process, for solving existing skill
The deeper problem that the high foot of gyro stake in art can not design.
For this purpose, the gyro stake includes armored concrete according in a first aspect, providing a kind of gyro stake in a kind of embodiment
And it is filled in the reinforcing rib in the armored concrete.
Further, the reinforcing rib includes:
Plane reinforcing rib, the plane reinforcing rib include the horizontal bar of at least two groups intersection；
Inclined stiffener, the inclined stiffener are connected to the lower section of the horizontal bar and extend inwardly；
Stake reinforcing rib, the stake reinforcing rib are connected to the inclined stiffener and extend downward, and the stake reinforcing rib surrounds column
Shape structure, the column structure form the high foot of gyro stake；And
Fixing muscle, the fixing muscle are connected between the inclined stiffener and/or the stake reinforcing rib.
As the further optinal plan of the gyro stake, the inclined stiffener adds with the plane reinforcing rib, the stake
Between strengthening tendons and the inclined stiffener, the fixing muscle and the inclined stiffener and/or the fixing muscle and the stake reinforcing rib
It is realized and is connected by spot welding.
As the further optinal plan of the gyro stake, the plane reinforcing rib, the inclined stiffener, the stake are reinforced
Muscle and the fixing muscle are the rod iron that diameter is 9mm.
As the further optinal plan of the gyro stake, the plane reinforcing rib includes horizontal bar described in two groups, and every group
The horizontal bar being arranged in parallel including three, the horizontal bar are mutually orthogonal.
As the further optinal plan of the gyro stake, position is formed with orthogonal area to the horizontal bar in the middle,
The end of the every horizontal bar is equidistant from the orthogonal area, and the orthogonal area is matts, has nine
Crosspoint.
As the further optinal plan of the gyro stake, one end of the inclined stiffener is connected in an intermediate position
The crosspoint in the end of the horizontal bar, the other end and matts edge middle position is on same vertical line.
As the further optinal plan of the gyro stake, the plane reinforcing rib includes four groups of horizontal bars, and every group includes
The horizontal bar of three parallel arrangements, two groups of adjacent horizontal bars are mutually orthogonal, so that horizontal bar described in four groups is successively orthogonal and connects
Rectangularity.
As the further optinal plan of the gyro stake, position is formed with orthogonal area to the horizontal bar in the middle,
The end of the every horizontal bar is equidistant from the orthogonal area, and the orthogonal area is matts, has nine
Crosspoint.
As the further optinal plan of the gyro stake, one end of the inclined stiffener is connected in an intermediate position
The crosspoint in the end of the horizontal bar, the other end and matts edge middle position is on same vertical line.
According to second aspect, a kind of manufacturing process of gyro stake is provided in a kind of embodiment, is included the following steps:
More horizontal bars are taken to be welded into plane reinforcing rib；
Inclined stiffener is welded on to the lower section of the plane reinforcing rib；
Stake reinforcing rib is welded on to the lower section of the inclined stiffener；
Fixing muscle is welded on and forms whole reinforcing rib between the inclined stiffener and/or the stake reinforcing rib；And
Whole reinforcing rib is placed in mold, armored concrete, extrusion forming are filled, die sinking forms gyro stake.
Beneficial effects of the present invention:
According to the gyro stake in above embodiments, due to the setting of plane reinforcing rib, so that the upper part of gyro stake has
Enough structural strengths, since the setting of inclined stiffener exists in this way so that the middle part of gyro stake has enough structural strengths
After connection stake reinforcing rib forms high foot, so that high foot has enough structural supports, simultaneously because the connection function of fixing muscle, it can
So that realizing closely connection between inclined stiffener, between stake reinforcing rib and between stake reinforcing rib and inclined stiffener, further
So that high foot has enough structural supports, so that high foot can be set under conditions of guaranteeing has enough structural strengths
It counts into deeper depth.
Detailed description of the invention
In order to illustrate the technical solution of the embodiments of the present invention more clearly, below will be to needed in the embodiment attached
Figure is briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not construed as pair
The restriction of range for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other relevant attached drawings.
Fig. 1 shows provided a kind of top view of gyro stake according to embodiments of the present invention；
Fig. 2 shows the cross-sectional views in Fig. 1 along the direction A-A；
Fig. 3 shows the top view of provided another gyro stake according to embodiments of the present invention；
Fig. 4 shows the cross-sectional view in the direction B-B in Fig. 3；
Fig. 5 shows the cross-sectional view in the direction C-C in Fig. 3；
Fig. 6 shows provided a kind of flow chart of the manufacturing process of gyro stake according to embodiments of the present invention.
Main element symbol description:
100- armored concrete；200- reinforcing rib；101- high foot；102- orthogonal area；102a- crosspoint；210- plane
Reinforcing rib；220- inclined stiffener；230- reinforcing ribs；240- fixing muscle；211- horizontal bar.
Specific embodiment
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning to end
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached
The embodiment of figure description is exemplary, and for explaining only the invention, and is not considered as limiting the invention.
In the description of the present invention, it is to be understood that, term " center ", " longitudinal direction ", " transverse direction ", " length ", " width ",
" thickness ", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside", " up time
The orientation or positional relationship of the instructions such as needle ", " counterclockwise ", " axial direction ", " radial direction ", " circumferential direction " be orientation based on the figure or
Positional relationship is merely for convenience of description of the present invention and simplification of the description, rather than the device or element of indication or suggestion meaning must
There must be specific orientation, be constructed and operated in a specific orientation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features.In the description of the present invention, the meaning of " plurality " is two or more,
Unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc.
Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be mechanical connect
It connects, is also possible to be electrically connected；It can be directly connected, can also can be in two elements indirectly connected through an intermediary
The interaction relationship of the connection in portion or two elements.It for the ordinary skill in the art, can be according to specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature in the second feature " on " or " down " can be with
It is that the first and second features directly contact or the first and second features pass through intermediary mediate contact.Moreover, fisrt feature exists
Second feature " on ", " top " and " above " but fisrt feature be directly above or diagonally above the second feature, or be merely representative of
First feature horizontal height is higher than second feature.Fisrt feature can be under the second feature " below ", " below " and " below "
One feature is directly under or diagonally below the second feature, or is merely representative of first feature horizontal height less than second feature.
Embodiment
Present embodiments provide a kind of gyro stake.
Fig. 1-5 is please referred to, which includes armored concrete 100 and the reinforcing rib that is filled in armored concrete 100
200.In embodiments of the present invention, the setting of reinforcing rib 200 can guarantee that gyro stake has enough structural strengths, and make
The high foot 101 of gyro stake can be designed to have deeper depth.
In embodiments of the present invention, reinforcing rib 200 includes plane reinforcing rib 210, inclined stiffener 220, stake reinforcing rib 230
And fixing muscle 240.
Wherein, plane reinforcing rib 210 includes the horizontal bar 211 of at least two groups intersection.Inclined stiffener 220 is connected to horizontal bar
211 lower section simultaneously extends inwardly.Stake reinforcing rib 230 is connected to inclined stiffener 220 and extends downward, and stake reinforcing rib 230 surrounds column
Shape structure, column structure form the high foot 101 of gyro stake.Fixing muscle 240 is connected to inclined stiffener 220 and/or stake reinforcing rib 230
Between.
In this way, due to the setting of plane reinforcing rib 210, so that the upper part of gyro stake has enough structural strengths, by
In the setting of inclined stiffener 220, so that the middle part of gyro stake has enough structural strengths, in this way in connection stake reinforcing rib
After 230 form high foot 101, so that high foot 101 has enough structural supports, simultaneously because the connection function of fixing muscle 240, it can
So that being realized between inclined stiffener 220, between stake reinforcing rib 230 and between stake reinforcing rib 230 and inclined stiffener 220 close
Connection, further such that high foot 101 has enough structural supports, so that high foot 101 is guaranteeing have enough structures strong
Deeper depth can be designed to have under conditions of degree.
In some embodiments, in order to realize the connection between above-mentioned each reinforcing rib 200, can by way of spot welding come
It is attached.Such as the intersection area of horizontal bar 211, the lower section of inclined stiffener 220 and horizontal bar 211, stake reinforcing rib 230 and tiltedly
Spot welding can be carried out between the lower section and fixing muscle 240 and inclined stiffener 220 and/or stake reinforcing rib 230 of reinforcing rib 220 and reality
The now connection between them.
In some embodiments, in order to draw materials conveniently, plane reinforcing rib 210, inclined stiffener 220, stake reinforcing rib 230 and
The rod iron that diameter is 9mm can be used in fixing muscle 240.
It should be noted that the rod iron of above-mentioned 9mm is merely illustrative, in other embodiments, when can be according to reality
Demand and the diameter for selecting rod iron.Such as when the gradient for needing to carry out slope protection is larger, in order to guarantee protection effect, when using straight
The bigger rod iron of diameter.
Fig. 1-2 is please referred to, in one embodiment, plane reinforcing rib 210 includes two groups of horizontal bars 211, and every group includes three
The horizontal bar 211 of the parallel arrangement of root, horizontal bar 211 are mutually orthogonal.Orthogonal horizontal bar 211 can guarantee the top of gyro stake
With better structural strength.
In other words, entire plane reinforcing rib 210 includes six roots of sensation horizontal bar 211 at this time, three phases in six roots of sensation horizontal bar 211
One group of horizontal bar 211 is mutually formed in parallel, and another three horizontal bars 211 are parallel to each other to form another group of horizontal bar 211.Above-mentioned two groups of water
After flat muscle 211 is orthogonal, it is formed with orthogonal area 102 in the medium position of horizontal bar 211, the end of every horizontal bar 211 is from just
Being equidistant for region 102 is handed over, orthogonal area 102 is matts, has nine crosspoint 102a.
Above-mentioned nine crosspoint 102a can be divided into intermediate center intersection point and in center intersection point periphery
Peripheral crosspoint, aforementioned inclined stiffener 220 are exactly to be connected to end and these peripheral crosspoints or the peripheral phase of horizontal bar 211
Between certain in intersection point.
Specifically, for nine crosspoint 102a of above-mentioned matts, every horizontal bar 211 all has that there are three phases
Intersection point 102a, crosspoint 102a in an intermediate position is center intersection point, by described previously it is found that inclined stiffener 220
One end be connected to the end of horizontal bar 211, which is horizontal bar 211 in an intermediate position, the other end and field word
The crosspoint 102a in lattice edge middle position is on same vertical line.
In other words, there is four inclined stiffeners 220, viewed from above, the other end and matts of inclined stiffener 220 at this time
In nine crosspoint 102a in four it is corresponding be overlapped, which is respectively peripheral phase in an intermediate position
Intersection point.
Certainly, in other embodiments, it can also arrange more inclined stiffeners 220, such as tiltedly add at aforementioned four
Four are further added by the basis of strengthening tendons 220, increased four inclined stiffeners 220 can connect in other four horizontal bars at this time
211 end, the other end and other four crosspoint 102a in matts apex are on same vertical line.
It is other be more inclined stiffeners 220 can also to be connected on horizontal bar 211, herein no longer in embodiment
It repeats.
Outside described above, every group of horizontal bar 211 can also be including less or more horizontal bars 211, such as two
Root, four etc..When actually being constructed, when can be selected according to actual needs.Such as when the slope for needing to carry out slope protection
When spending larger, in order to guarantee protection effect, when using the more horizontal bars 211 of number.
Fig. 3-5 is please referred to, in another embodiment, plane reinforcing rib 210 includes four groups of horizontal bars 211, and every group includes
The horizontal bar 211 of three parallel arrangements, two groups of adjacent horizontal bars 211 are mutually orthogonal, so that four groups of horizontal bars 211 are successively orthogonal
And it is linked to be rectangle.
At this time it is understood that having and orthogonal area 102 identical in previous embodiment in rectangular four corners.
Likewise, the end of every horizontal bar 211 being equidistant from orthogonal area 102, orthogonal area 102 is field word
Lattice have nine crosspoint 102a.
Above-mentioned nine crosspoint 102a can be divided into intermediate center intersection point and in center intersection point periphery
Peripheral crosspoint, inclined stiffener 220 are exactly to be connected to end and these peripheral crosspoints or the peripheral crosspoint of horizontal bar 211
In some between.
Specifically, for nine crosspoint 102a of above-mentioned matts, every horizontal bar 211 all has that there are three phases
Intersection point 102a, crosspoint 102a in an intermediate position is center intersection point, by described previously it is found that inclined stiffener 220
One end be connected to the end of horizontal bar 211, which is horizontal bar 211 in an intermediate position, the other end and field word
The crosspoint 102a in lattice edge middle position is on same vertical line.
In other words, viewed from above, four in nine crosspoint 102a in the other end and matts of inclined stiffener 220
A coincidence, four crosspoint 102a are respectively peripheral crosspoint in an intermediate position.
In such an embodiment, each gyro stake has multiple high feet 101, and gyro stake can be improved as slope protection barricade
When stability.
Certainly, in other embodiments, it can also arrange more multiple groups horizontal bar 211, have in a gyro stake to realize
There are more high feet 101.For example, five groups of horizontal bars 211 can be arranged, before extra one group of horizontal bar 211 can be arranged in
It states between two groups of horizontal bars 211 being parallel to each other, allowing for tool in a gyro stake in this way, there are six high feet 101, can more improve
Its stability.
In order to manufacture the gyro stake in above-described embodiment, the embodiment of the present invention also provides a kind of manufacturing process simultaneously, asks
With reference to Fig. 6, which includes:
S100, more horizontal bars 211 are taken to be welded into plane reinforcing rib 210；
S200, the lower section that inclined stiffener 220 is welded on to the plane reinforcing rib 210；
S300, the lower section that stake reinforcing rib 230 is welded on to the inclined stiffener 220；
S400, by fixing muscle weldering 240 connect it is whole to be formed between the inclined stiffener 220 and/or the stake reinforcing rib 230
The reinforcing rib 200 of body；And
S500, whole reinforcing rib 200 is placed in mold, fills armored concrete 100, extrusion forming, die sinking is formed
Gyro stake.
It should be noted that the selection of horizontal bar 211,240 quantity of inclined stiffener 220, stake reinforcing rib 230 and fixing muscle can
It is reasonably selected according to the situation being not directed to that hereinbefore involved or some other basis can be released above.
In addition, the gyro stake produced includes top, middle part and lower part, middle and upper part is in horizontal structure, and middle part is in neglected loading
Shape, lower part are in the form of a column.
By the description above to each embodiment of the present invention it is found that the present invention at least has the following technical effect that:
1, structural strength is high, and high foot can be designed with deeper depth, to avoid displacement and settlement issues；
2, a gyro stake can allow multiple high feet, so that the stability of gyro stake is improved.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example
Point is included at least one embodiment or example of the invention.In the present specification, schematic expression of the above terms are not
It must be directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be in office
It can be combined in any suitable manner in one or more embodiment or examples.In addition, without conflicting with each other, the skill of this field
Art personnel can tie the feature of different embodiments or examples described in this specification and different embodiments or examples
It closes and combines.
Although the embodiments of the present invention has been shown and described above, it is to be understood that above-described embodiment is example
Property, it is not considered as limiting the invention, those skilled in the art within the scope of the invention can be to above-mentioned
Embodiment is changed, modifies, replacement and variant.
Claims (10)
1. a kind of gyro stake, including armored concrete and the reinforcing rib being filled in the armored concrete, which is characterized in that institute
Stating reinforcing rib includes:
Plane reinforcing rib, the plane reinforcing rib include the horizontal bar of at least two groups intersection；
Inclined stiffener, the inclined stiffener are connected to the lower section of the horizontal bar and extend inwardly；
Stake reinforcing rib, the stake reinforcing rib are connected to the inclined stiffener and extend downward, and the stake reinforcing rib surrounds column knot
Structure, the column structure form the high foot of gyro stake；And
Fixing muscle, the fixing muscle are connected between the inclined stiffener and/or the stake reinforcing rib.
2. gyro stake as described in claim 1, which is characterized in that the inclined stiffener and the plane reinforcing rib, the stake
Reinforcing rib and the inclined stiffener, the fixing muscle and the inclined stiffener and/or the fixing muscle and the stake reinforcing rib it
Between pass through spot welding realize connection.
3. gyro stake as described in claim 1, which is characterized in that the plane reinforcing rib, the inclined stiffener, the stake add
Strengthening tendons and the fixing muscle are the rod iron that diameter is 9mm.
4. gyro stake as described in claim 1, which is characterized in that the plane reinforcing rib includes horizontal bar described in two groups, often
Group includes the horizontal bar of three parallel arrangements, and the horizontal bar is mutually orthogonal.
5. gyro stake as claimed in claim 4, which is characterized in that position is formed with orthogonal area to the horizontal bar in the middle
Domain, end being equidistant from the orthogonal area of the every horizontal bar, the orthogonal area are matts, have nine
A crosspoint.
6. gyro stake as claimed in claim 5, which is characterized in that one end of the inclined stiffener is connected in an intermediate position
The horizontal bar end, the crosspoint in the other end and matts edge middle position is on same vertical line.
7. gyro stake as described in claim 1, which is characterized in that the plane reinforcing rib includes four groups of horizontal bars, every group of packet
Include three parallel arrangement horizontal bars, two groups of adjacent horizontal bars are mutually orthogonal so that horizontal bar described in four groups successively it is orthogonal simultaneously
It is linked to be rectangle.
8. gyro stake as claimed in claim 7, which is characterized in that position is formed with orthogonal area to the horizontal bar in the middle
Domain, end being equidistant from the orthogonal area of the every horizontal bar, the orthogonal area are matts, have nine
A crosspoint.
9. gyro stake as claimed in claim 8, which is characterized in that one end of the inclined stiffener is connected in an intermediate position
The horizontal bar end, the crosspoint in the other end and matts edge middle position is on same vertical line.
10. the manufacturing process of gyro stake, which comprises the steps of:
More horizontal bars are taken to be welded into plane reinforcing rib；
Inclined stiffener is welded on to the lower section of the plane reinforcing rib；
Stake reinforcing rib is welded on to the lower section of the inclined stiffener；
Fixing muscle is welded on and forms whole reinforcing rib between the inclined stiffener and/or the stake reinforcing rib；And
Whole reinforcing rib is placed in mold, armored concrete, extrusion forming are filled, die sinking forms gyro stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811100432.4A CN109083137A (en) | 2018-09-20 | 2018-09-20 | A kind of gyro stake and its manufacturing process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811100432.4A CN109083137A (en) | 2018-09-20 | 2018-09-20 | A kind of gyro stake and its manufacturing process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109083137A true CN109083137A (en) | 2018-12-25 |
Family
ID=64841953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811100432.4A Pending CN109083137A (en) | 2018-09-20 | 2018-09-20 | A kind of gyro stake and its manufacturing process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109083137A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359816A (en) * | 2020-11-05 | 2021-02-12 | 中铁十局集团第三建设有限公司 | Construction method for treating gyroscope pile on soft foundation |
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| JPS61165419A (en) * | 1985-01-16 | 1986-07-26 | Maikoma Seven:Kk | Top-shaped block |
| JPH06108476A (en) * | 1992-09-25 | 1994-04-19 | Kawasaki Steel Corp | Construction of stud in steel frame structure |
| CN203514315U (en) * | 2013-08-06 | 2014-04-02 | 江苏翔森建设工程有限公司 | Reinforced connecting structure between pile and pile cap |
| CN208792310U (en) * | 2018-09-20 | 2019-04-26 | 连云港东浦建筑工业化发展有限公司 | A kind of gyro stake |
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2018
- 2018-09-20 CN CN201811100432.4A patent/CN109083137A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4225269A (en) * | 1978-02-15 | 1980-09-30 | Atsushi Matsui | Funnel-shaped structural block and assemblies of such blocks for shore protection |
| JPS61165419A (en) * | 1985-01-16 | 1986-07-26 | Maikoma Seven:Kk | Top-shaped block |
| JPH06108476A (en) * | 1992-09-25 | 1994-04-19 | Kawasaki Steel Corp | Construction of stud in steel frame structure |
| CN203514315U (en) * | 2013-08-06 | 2014-04-02 | 江苏翔森建设工程有限公司 | Reinforced connecting structure between pile and pile cap |
| CN208792310U (en) * | 2018-09-20 | 2019-04-26 | 连云港东浦建筑工业化发展有限公司 | A kind of gyro stake |
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| Title |
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| 王扶志,张心剑: "陀螺桩在近海岸沙土基础中的应用" * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359816A (en) * | 2020-11-05 | 2021-02-12 | 中铁十局集团第三建设有限公司 | Construction method for treating gyroscope pile on soft foundation |
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