CN207260070U - The stress stake of universal ecoscape combination shore protection - Google Patents
The stress stake of universal ecoscape combination shore protection Download PDFInfo
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- CN207260070U CN207260070U CN201721021164.8U CN201721021164U CN207260070U CN 207260070 U CN207260070 U CN 207260070U CN 201721021164 U CN201721021164 U CN 201721021164U CN 207260070 U CN207260070 U CN 207260070U
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Abstract
A kind of universal ecoscape combines the stress stake of shore protection, is provided with stress stake for the arc groove with any one inconsistent cooperation in the arc convex of spiling opposite sides, Longitudinal extending of the arc groove along stress stake.The universal ecoscape combination shore protection that the utility model is related to is formed using the stress stake by two kinds of specifications with spiling, the construction method that construction is beaten using jumping, first squeeze into two neighboring stress stake, again spiling is squeezed into centre, so as to weaken soil compaction effect, compare the shore protection that stake is connected with stake, this combination shore protection positioning accuracy is high, the face effect of shaping is good, it can meet mechanical property but also play the role of that project cost is greatly reduced, the utility model is as the stress stake for ecoscape combination shore protection, meet shore protection, the mechanical property requirements of supporting stress, and easy to be connected with spiling, its arc convex is engaged with arc groove, by adjusting contact area between the two, it can also realize the function that corner turns round.
Description
Technical field
The utility model is related to a kind of universal ecoscape combination shore protection, especially universal ecoscape combination shore protection by
Power stake.
Background technology
Shore protection currently on the market is made a general survey of, such as U-shaped board stake, wavy, BT H-type prestressed-concrete pile shore protection is adopted
Connected with identical stake, the both sides of each stake are tenon and the fourth of the twelve Earthly Branches mouthful respectively, are coordinated between stake and stake using tenon and the fourth of the twelve Earthly Branches mouthful.And
In production, manufacturing process falls behind, and the structure such as tenon and fourth of the twelve Earthly Branches mouthful, causes manually compile cage, and mechanization degree is low, and can not be from
Heart pile, pile quality can not ensure；In construction, soil compaction effect protrudes, and location difficulty of constructing, facade effect can not ensure.
As patent discloses the ecological environment-friendly type bunding protecting wall disclosed in CN105625257A and the H-type for the protecting wall
Prestressed-concrete pile, discloses a kind of H-type prestressed-concrete pile, and the cross section of the H-type prestressed-concrete pile is served as reasons
The H-shaped that the web on two edges of a wing in two edges of a wing and connection is formed, edge of a wing two sides have convex ribs and slot respectively.It is identical by more
H-type prestressed-concrete pile insertion soil in, adjacent two H-type prestressed-concrete piles are matched somebody with somebody by convex ribs and slot grafting
Close, but in practice of construction, convex ribs and inserting slot construction are fine, and difficulty of construction is big, positioning accuracy request is high, pile body is fragile；It is more
The identical H-type prestressed-concrete pile of root is fitted close, and produces larger soil compaction effect, after squeezing into soil, dimensional discrepancy is big, reaches
Less than the assembled effect of expected earth-retaining sealing, water-stagnating effect can not ensure；H-type prestressed-concrete pile irregular structure,
It can not use flospinning, demoulding difficulty, forming effect itself poor during making, be not easy to scale and quickly produce；And
Stake processed is of high cost, intensity difference, work efficiency are low, quality can not ensure；Later stage when doing water-proofing treatment, is formed between two H-type stakes
Soil in hole can not take out completely, it is rear fill concrete with just can not be completely closely sealed with pile body, waterproof effect is not notable.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of stress stake of universal ecoscape combination shore protection.
In order to solve the above-mentioned technical problem, a kind of technical solution of the utility model use is：A kind of universal ecoscape
Combine the stress stake of shore protection, be provided with the stress stake for any one in the arc convex of spiling opposite sides
The arc groove of inconsistent cooperation, Longitudinal extending of the arc groove along the stress stake.
In some embodiments, the arc groove at least two.
In some embodiments, the arc groove is four, is oppositely disposed in the surrounding of the stress stake.
In some embodiments, the point on the basis of the center line of the stress stake, per phase in four arc grooves
Two adjacent symmetrical settings of arc groove.
In some embodiments, two stress stake side walls of each arc groove adjoining stretch out to form the friendship at right angle
Line L, the both ends of the arc groove are unequal to the distance of the intersection L respectively.
In some embodiments, the radian of the arc groove is less than 180 degree.
In some embodiments, the stress stake include reinforcing bar main body, it is prefabricated be arranged in the reinforcing bar main body and will
The reinforcing bar main body is wrapped in interior cement molding body, the cross that the reinforcing bar body cross-section is set in two rectangular cross
Shape, the arc groove are located in the angle of the criss-cross reinforcing bar main body.
In some embodiments, two edges of the arc groove are directly connected to the peripheral wall of the stress stake.
The scope of the utility model, however it is not limited to the technical solution that the particular combination of above-mentioned technical characteristic forms, while
The other technical solutions for being combined and being formed by above-mentioned technical characteristic or its equivalent feature should be covered.Such as features described above
With it is disclosed herein（But it is not limited to）The technical solution that technical characteristic with similar functions is replaced mutually and formed
Deng.
Since above-mentioned technical proposal is used, the utility model has following advantages compared with prior art：The utility model
The universal ecoscape combination shore protection being related to is formed using the stress stake by two kinds of specifications with spiling, and construction is beaten using jump
Construction method, i.e., first squeeze into two neighboring stress stake, then spiling is squeezed into centre, so as to weaken soil compaction effect, compare stake with
The shore protection of stake connection, this combination shore protection positioning accuracy is high, and the face effect of shaping is good, can meet mechanical property but also play big
Width reduces the effect of project cost, and the utility model meets shore protection, supporting as the stress stake for ecoscape combination shore protection
The mechanical property requirements of stress, and easy to be connected with spiling, its arc convex is engaged with arc groove, by adjusting
Contact area between the two, additionally it is possible to realize the function that corner turns round.
Brief description of the drawings
Attached drawing 1 combines shore protection stereogram for the universal ecoscape with the utility model（Embodiment one）；
Attached drawing 2 combines shore protection top view for the universal ecoscape with the utility model（Embodiment one）；
Attached drawing 3 combines shore protection top view for the universal ecoscape with the utility model（Embodiment one, by using slotting
Sheet pile anti-plug realizes that wide-angle turns to）；
Attached drawing 4 combines shore protection top view for the universal ecoscape with the utility model（Embodiment two）；
Attached drawing 5 combines shore protection top view for the universal ecoscape with the utility model（Embodiment three）；
Wherein：1st, stress stake；11st, arc groove；12nd, stress stake through hole；13rd, reinforcing bar main body；14th, cement molding body；2、
Spiling；21st, arc convex.
Embodiment
As shown in the drawings, a kind of universal ecoscape combination shore protection, includes the pile body of two kinds of specifications：Stress stake 1, be used for
The spiling 2 for earth-retaining sealing in mating connection with stress stake 1.Stress stake 1 and spiling 2 are by Steel Structure, water respectively
Mud is prefabricated to be formed.Pass through the spiling 2 for earth-retaining sealing, i.e. stress stake 1, spiling 2, stress between each two stress stake 1
Stake 1, spiling 2 ... are arranged at intervals.It is provided with the stress stake 1 with arc groove 11, the arc groove 11 is along institute
State the Longitudinal extending of stress stake 1.The left and right sides of spiling 2 has Longitudinal extending, inconsistent with corresponding arc groove 11 respectively
The arc convex 21 of cooperation, arc convex 21 refer to that end face is arc-shaped.
Multiple stress stakes 1, spiling 2 form shore protection after coordinating by arc groove 11, arc convex 21.
The arc groove 11 at least two.In embodiment one to three, the arc groove 11 is four, relatively
It is arranged at the surrounding of the stress stake 1.The point on the basis of the center line of the stress stake 1, it is every in four arc grooves 11
Adjacent two arc grooves, 11 symmetrical setting.The radian of the arc groove 11 is less than 180 degree.The arc groove 11
Two edges are directly connected to the peripheral wall of the stress stake 1.Corners are realized easy to coordinate with spiling 2.
In embodiment one to two, as shown in attached drawing 1-4, two stress stake side walls that each arc groove 11 abuts are to extension
The intersection L to form right angle is stretched, the both ends of the arc groove 11 are unequal to the distance of the intersection L respectively.In embodiment three, such as
Shown in attached drawing 5, the both ends of the arc groove 11 are respectively equal to the distance of the intersection L, in order to ensure rigid requirement
Under, cause overall thicker.
Since stress is mainly in stress stake 1, spiling 2 is used for earth-retaining sealing, the function that both rise not phase
Together, thus spiling 2 size requirement be different from stress stake 1.Such as, the longitudinal length of spiling 2, is shorter than the longitudinal direction of stress stake 1
Length；The anteroposterior dimension of spiling 2 is 1/2 or so of the anteroposterior dimension of stress stake 1.
The different stress stake 1 of size, spiling 2 all use identical size when squeezing into soil, relative to the prior art
Pile body, inherently weaken soil compaction effect.
The stress stake 1 includes reinforcing bar main body 13, prefabricated is arranged in the reinforcing bar main body 13 and by the reinforcing bar main body
13 are wrapped in interior cement molding body 14, and 13 cross section of reinforcing bar main body is in the cross that two rectangular cross are set, each
The arc groove 11 is located in the angle of the criss-cross reinforcing bar main body 13.Reinforcing bar main body 13 due to be rule shape,
It is easy to machinery and compiles cage, and flospinning manufacture craft can be used, intensity is high, and work efficiency is good, is easy to large-scale and quickly produces.Reinforcing bar
The middle part of main body 13 has the stress stake through hole 12 longitudinally penetrated.When stress stake 1 is being squeezed into soil, soil plug effect can be produced
Should, soil can pierce stress stake through hole 12.Further weaken soil compaction effect.And soil plug effect, in stress stake through hole 12
Mud position is less than earth surfaces, and the top of stress stake through hole 12 forms cavity, just uses sealing, and then can install coupling beam on the top.
Stress stake in the stress stake of universal ecoscape combination shore protection compiles cage, centrifugation pile, high-pressure curing using machinery,
Manufacture craft is simple, is easy to tissue large-scale production.Middle hole has soil plug effect in the construction process, without fetching earth, is easy to
Later stage bar planting, Guan Liang of bearing down on one operation.
As above, we are illustrated fully according to the objective of the utility model, but the present invention is not limited to above-mentioned reality
Apply example and implementation.The practitioner of correlative technology field can carry out different in the range of the technological thought license of the present invention
Change and implementation.
Claims (8)
- A kind of 1. stress stake of universal ecoscape combination shore protection, it is characterised in that：The stress stake（1）On be provided with for Spiling（2）The arc convex of opposite sides（21）In any one inconsistent cooperation arc groove（11）, the arc Groove（11）Along the stress stake（1）Longitudinal extending.
- 2. the stress stake of universal ecoscape combination shore protection according to claim 1, it is characterised in that：The arc groove （11）At least two.
- 3. the stress stake of universal ecoscape combination shore protection according to claim 1, it is characterised in that：The arc groove （11）For four, it is oppositely disposed in the stress stake（1）Surrounding.
- 4. the stress stake of universal ecoscape combination shore protection according to claim 3, it is characterised in that：With the stress stake （1）Center line on the basis of point, four arc grooves（11）In per two adjacent arc grooves（11）Symmetrical setting.
- 5. the stress stake of universal ecoscape combination shore protection according to claim 1, it is characterised in that：Each arc groove （11）Two adjacent stress stake side walls stretch out to form the intersection L at right angle, the arc groove（11）Both ends respectively to institute The distance for stating intersection L is unequal.
- 6. the stress stake of universal ecoscape combination shore protection according to claim 1, it is characterised in that：The arc groove （11）Radian be less than 180 degree.
- 7. the stress stake of universal ecoscape combination shore protection according to claim 1, it is characterised in that：The stress stake （1）Including reinforcing bar main body（13）, prefabricated be arranged at the reinforcing bar main body（13）It is upper and by the reinforcing bar main body（13）In being wrapped in Cement molding body（14）, the reinforcing bar main body（13）The cross that cross section is set in two rectangular cross, the arc are recessed Groove（11）Positioned at the criss-cross reinforcing bar main body（13）Angle in.
- 8. the stress stake of universal ecoscape combination shore protection according to claim 1, it is characterised in that：The arc groove （11）Two edges be directly connected to the stress stake（1）Peripheral wall.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017106525204 | 2017-08-02 | ||
| CN201710652520 | 2017-08-02 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260070U true CN207260070U (en) | 2018-04-20 |
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ID=61925047
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721022558.5U Active CN207260071U (en) | 2017-08-02 | 2017-08-15 | Universal prestressing force ecoscape combines shore protection |
| CN201721021164.8U Active CN207260070U (en) | 2017-08-02 | 2017-08-15 | The stress stake of universal ecoscape combination shore protection |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721022558.5U Active CN207260071U (en) | 2017-08-02 | 2017-08-15 | Universal prestressing force ecoscape combines shore protection |
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| CN (2) | CN207260071U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385619A (en) * | 2018-05-11 | 2018-08-10 | 江苏麦廊新材料科技有限公司 | Shore protection sealing rod and ecological revetment with the shore protection sealing rod |
-
2017
- 2017-08-15 CN CN201721022558.5U patent/CN207260071U/en active Active
- 2017-08-15 CN CN201721021164.8U patent/CN207260070U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385619A (en) * | 2018-05-11 | 2018-08-10 | 江苏麦廊新材料科技有限公司 | Shore protection sealing rod and ecological revetment with the shore protection sealing rod |
| CN108385619B (en) * | 2018-05-11 | 2024-04-16 | 江苏麦廊新材料科技有限公司 | Revetment sealing strip and ecological revetment with same |
Also Published As
| Publication number | Publication date |
|---|---|
| CN207260071U (en) | 2018-04-20 |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200107 Address after: 212400 in the plant area of Jianhua building materials (China) Co., Ltd., Yanjiang Development Zone, Xiashu Town, Jurong City, Zhenjiang City, Jiangsu Province Co-patentee after: New Mstar Technology Ltd, Mai Mai Gallery, Jiangsu Patentee after: Jianhua Building Materials Technology (Jiangsu) Co., Ltd. Address before: 215000 room 503, building 988, sports road, Wujiang District, Jiangsu, Suzhou Patentee before: Wu Jian |
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