CN106836235A - A kind of suspension device and its construction method - Google Patents
A kind of suspension device and its construction method Download PDFInfo
- Publication number
- CN106836235A CN106836235A CN201710090571.2A CN201710090571A CN106836235A CN 106836235 A CN106836235 A CN 106836235A CN 201710090571 A CN201710090571 A CN 201710090571A CN 106836235 A CN106836235 A CN 106836235A
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- CN
- China
- Prior art keywords
- steel sheet
- sheet pile
- pile
- horizontal
- cement mixing
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
-
- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/06—Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
- E02D2200/1657—Shapes polygonal made from single element
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
- E02D2300/0032—Steel; Iron in sheet form, i.e. bent or deformed plate-material
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of suspension device, including steel sheet pile, cement mixing pile and i shaped steel, the cement mixing pile is set to many, and along the edge distribution of foundation ditch, one end of the cement mixing pile is driven underground；The steel sheet pile is provided with many, and the two ends of the steel sheet pile are provided with hook part；The steel sheet pile is distributed along vertical and horizontal, and is in contact with the cement mixing pile；, by the mutual snapping in hook part, after longitudinal steel sheet pile and the mutual snapping of horizontal steel sheet pile, the i shaped steel is sheathed in the hook part for longitudinal steel sheet pile and horizontal steel sheet pile.A kind of construction method of suspension device is also provided.The present invention forms double steel plate pilework by the mutual snapping of horizontal and vertical steel sheet pile, so that the steel sheet pile of both sides is mutually constrained, high capacity and reliable and stable, and cement mixing pile is set in the gap of double steel sheet pile, effectively increase the lateral deformation stiffness of steel sheet pile, reduce the deformation of foundation ditch, it is recyclable to be reused, reduce construction cost.
Description
Technical field
The invention belongs to Architectural Equipment technical field, a kind of suspension device and its construction method are referred in particular to.
Background technology
At present, in building field, as the steel sheet pile of support action, because with bearing capacity, by force, self structure is light, steel
The continuous wall that sheet pile is constituted has intensity and rigidity very high.And watertightness is good, steel sheet pile junction fore shaft is tightly combined,
Can natural antiseepage, and easy construction adapts to different geological condition and soil properties, can reduce excavation of foundation pit earth volume, operation
The less advantage of occupied ground, and it is widely used in whole building industry, from making for traditional hydraulic engineering and civilian technique
With and by railway and tramway application until among the application of the control aspect of environmental pollution.But existing steel
Structural strength of the sheet pile in stitching portion is weaker, is susceptible to deform and seeps water, and Lateral resisting ability is poor, deforms larger.
The content of the invention
It is weaker it is an object of the invention to solve structural strength of the existing steel sheet pile in stitching portion, it is susceptible to deform and oozes
Water, and Lateral resisting ability is poor, deforms larger problem, there is provided a kind of structural strength is big, recoverable and reliable and stable
Suspension device and its construction method.
The purpose of the present invention can be reached using following technical scheme：
A kind of suspension device, including steel sheet pile, cement mixing pile and i shaped steel, the cement mixing pile are set to many,
And along the edge distribution of foundation ditch, one end of the cement mixing pile is driven underground；The steel sheet pile is provided with many, and the steel plate
The two ends of stake are provided with hook part；The steel sheet pile is distributed along vertical and horizontal, and is in contact with the cement mixing pile；Longitudinal steel plate
Stake and horizontal steel sheet pile are described I-shaped after longitudinal steel sheet pile and the mutual snapping of horizontal steel sheet pile by the mutual snapping in hook part
Steel bushing is in the hook part.
Further, the two neighboring cement mixing pile part links together, and forms reinforcement attachment structure.
Further, the steel sheet pile is in " Z " type structure.
A kind of construction method of suspension device, comprises the following steps：
1) according to the length on pattern foundation pit supporting structure border, the quantity of steel sheet pile and i shaped steel is determined；
2) cement mixing pile is squeezed into around foundation ditch, is squeezed into along vertical and horizontal when cement mixing pile just one-step forming
Steel sheet pile, and make longitudinal steel sheet pile and horizontal steel sheet pile by the mutual snapping in hook part, longitudinal steel sheet pile and horizontal steel sheet pile are mutual
Vertically；
3) i shaped steel is squeezed into the hook part of steel sheet pile；
4) repeat step 2) and 3), until steel sheet pile encloses full cement mixing pile.
5) foundation ditch is constructed, and after completing backfill, disposably extracts all steel sheet piles and i shaped steel.
Further, the step 2) particular content be：
A longitudinal steel sheet pile is respectively squeezed into both sides first, a horizontal steel sheet pile is then squeezed into, and make longitudinal steel sheet pile
With horizontal steel sheet pile by the mutual snapping in hook part, then a longitudinal steel sheet pile is respectively squeezed into and by hook part with before in both sides again
The mutual snapping of longitudinal steel sheet pile, a horizontal steel sheet pile is then squeezed into again, and pass through longitudinal steel sheet pile and horizontal steel sheet pile
The mutual snapping in hook part, until steel sheet pile encloses full cement mixing pile.
Implement the present invention, have the advantages that：
1st, the present invention forms double steel plate pilework by the mutual snapping of horizontal and vertical steel sheet pile so that the steel of both sides
Sheet pile is mutually constrained, high capacity and reliable and stable, and horizontal and vertical steel sheet pile is by the direct snapping in hook part, pacifies installation and dismantling
Unload conveniently, drastically increase the efficiency of construction.
2nd, the present invention sets cement mixing pile in the gap of double steel sheet pile, effectively increases the anti-of double steel sheet pile
Endurance and stiffness, reduces the deformation during foundation pit construction, and is completed and after backfill in foundation pit construction, can once
Property extract all steel sheet piles and i shaped steel, recovery is reused, green ring what, greatly saved resource, reduction is applied
Work cost.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of suspension device of the present invention.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.It is based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made
Embodiment, belongs to the scope of protection of the invention.
Embodiment
Reference picture 1, the present embodiment is related to suspension device, including steel sheet pile 1, cement mixing pile 2 and i shaped steel 3, described
Cement mixing pile 2 is set to many, and along the edge distribution of foundation ditch, one end of the cement mixing pile 2 is driven underground；The steel plate
Stake 1 is provided with many, and the two ends of the steel sheet pile 1 are provided with hook part 11；The steel sheet pile 1 along vertical and horizontal be distributed, and with institute
Cement mixing pile 2 is stated to be in contact；Longitudinal steel sheet pile 12 and horizontal steel sheet pile 13 pass through the mutual snapping in hook part 11, in longitudinal steel sheet pile
12 and the horizontal mutual snapping of steel sheet pile 13 after, the i shaped steel 3 is sheathed in the hook part 11.
The structure forms double steel plate pilework by the mutual snapping of horizontal steel sheet pile 13 and longitudinal steel sheet pile 12 so that
The steel sheet pile of both sides is mutually constrained, high capacity and reliable and stable, and horizontal and vertical steel sheet pile 12 is direct by hook part 11
Snapping, installation and removal are convenient, drastically increase the efficiency of construction.In addition, setting cement in the gap of double steel sheet pile
Mixing pile 2, effectively increases the lateral deformation stiffness of double steel sheet pile, reduces the deformation during foundation pit construction, and in base
Hole construction is completed and after backfill, can disposably extract all steel sheet piles 1 and i shaped steel 3, and recovery is carried out again
Use, green ring is how, greatly saved resource, reduce construction cost, it is strong so as to solve structure of the steel sheet pile in stitching portion
Degree is weaker, is susceptible to deform and seeps water, and Lateral resisting ability is poor, deforms larger problem.
In order to improve the lateral deformation stiffness of cement mixing pile 2 so that the anti-side of the steel sheet pile 1 contacted with cement mixing pile 2
Shifting ability is improved, and the two neighboring part of the cement mixing pile 2 links together, and forms reinforcement attachment structure.
The steel sheet pile 1 is in " Z " type structure.Certainly, steel sheet pile 1 of other two ends with hook part 11 is also applied for this hair
It is bright.
The present embodiment also provides a kind of construction method of suspension device, comprises the following steps：
1) according to the length on pattern foundation pit supporting structure border, the quantity of steel sheet pile 1 and i shaped steel 3 is determined；According to the size of foundation ditch
The size of size and steel sheet pile 1, draws the quantity that steel sheet pile 1 and i shaped steel 3 need to be used.
2) cement mixing pile 2 is squeezed into around foundation ditch, is beaten along vertical and horizontal when the just one-step forming of cement mixing pile 2
Enter steel sheet pile 1, and make longitudinal steel sheet pile 12 and horizontal steel sheet pile 13 by the mutual snapping in hook part 11, longitudinal steel sheet pile 12 and transverse direction
Steel sheet pile 13 is mutually perpendicular to.Specifically, respectively squeezing into a longitudinal steel sheet pile 12 in both sides first, a horizontal steel plate is then squeezed into
Stake 13, and make longitudinal steel sheet pile 12 and horizontal steel sheet pile 13 by the mutual snapping in hook part 11, then respectively squeeze into one in both sides again
Longitudinal steel sheet pile 12 and the mutual snapping of longitudinal steel sheet pile 12 by hook part 11 and before, then squeeze into a horizontal steel sheet pile again
13, and make longitudinal steel sheet pile 12 and horizontal steel sheet pile 13 by the mutual snapping in hook part 11, until steel sheet pile 1 encloses full cement mixing pile
2。
3) i shaped steel 3 is squeezed into the hook part 11 of steel sheet pile 1；
4) repeat step 2) and 3), until steel sheet pile encloses full cement mixing pile 2.
5) foundation ditch is constructed, and after completing backfill, disposably extracts all steel sheet piles 1 and i shaped steel 3.
The steel sheet pile 1 of the construction method forms structure intersecting in length and breadth by the way of the mutual snapping of vertical and horizontal, whole
The connection of individual process only need to can complete connection by the phase mutual connection of hook part 11 of steel sheet pile 1 so that the steel sheet pile 1 of both sides is mutually about
Beam, high capacity and reliable and stable, and horizontal and vertical steel sheet pile 12 are by the direct snapping in hook part 11, installation and removal side
Just, the efficiency of construction is drastically increased.
The mode of cement mixing pile 2 is squeezed into construction in the gap of double steel sheet pile, effectively increases double steel sheet pile
Lateral deformation stiffness, reduce the deformation during foundation pit construction, and complete and after backfill in foundation pit construction, can be with
All steel sheet piles 1 and i shaped steel 3 are disposably extracted, recovery is reused, and green ring is how, has greatly saved resource,
Reduce construction cost.
Above disclosed is only a kind of preferred embodiment of the invention, can not limit the power of the present invention with this certainly
Sharp scope, therefore the equivalent variations made according to the claims in the present invention, still belong to the scope that the present invention is covered.
Claims (5)
1. a kind of suspension device, it is characterised in that：Including steel sheet pile, cement mixing pile and i shaped steel, the cement mixing pile
Many are set to, and along the edge distribution of foundation ditch, one end of the cement mixing pile is driven underground；The steel sheet pile is provided with many,
And the two ends of the steel sheet pile are provided with hook part；The steel sheet pile is distributed along vertical and horizontal, and connects with the cement mixing pile
Touch；Longitudinal steel sheet pile and horizontal steel sheet pile pass through the mutual snapping in hook part, after longitudinal steel sheet pile and the mutual snapping of horizontal steel sheet pile,
The i shaped steel is sheathed in the hook part.
2. a kind of suspension device according to claim 1, it is characterised in that：The two neighboring cement mixing pile part connects
It is connected together, forms reinforcement attachment structure.
3. a kind of suspension device according to claim 1, it is characterised in that：The steel sheet pile is in " Z " type structure.
4. a kind of construction method of suspension device, it is characterised in that：Comprise the following steps：
1) according to the length on pattern foundation pit supporting structure border, the quantity of steel sheet pile and i shaped steel is determined；
2) cement mixing pile is squeezed into around foundation ditch, steel plate is squeezed into along vertical and horizontal when cement mixing pile just one-step forming
Stake, and longitudinal steel sheet pile and horizontal steel sheet pile is mutually perpendicular to by the mutual snapping in hook part, longitudinal steel sheet pile and horizontal steel sheet pile；
3) i shaped steel is squeezed into the hook part of steel sheet pile；
4) repeat step 2) and 3), until steel sheet pile encloses full cement mixing pile；
5) foundation ditch is constructed, and after completing backfill, disposably extracts all steel sheet piles and i shaped steel.
5. the construction method of a kind of suspension device according to claim 4, it is characterised in that：The step 2) it is specific in
Rong Wei：
A longitudinal steel sheet pile is respectively squeezed into both sides first, a horizontal steel sheet pile is then squeezed into, and make longitudinal steel sheet pile and horizontal stroke
To steel sheet pile by the mutual snapping in hook part, then a longitudinal steel sheet pile and the indulging with before by hook part are respectively squeezed into both sides again
To the mutual snapping of steel sheet pile, a horizontal steel sheet pile is then squeezed into again, and longitudinal steel sheet pile and horizontal steel sheet pile is passed through hook part
Mutual snapping, until steel sheet pile encloses full cement mixing pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710090571.2A CN106836235A (en) | 2017-02-20 | 2017-02-20 | A kind of suspension device and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710090571.2A CN106836235A (en) | 2017-02-20 | 2017-02-20 | A kind of suspension device and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836235A true CN106836235A (en) | 2017-06-13 |
Family
ID=59128919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710090571.2A Pending CN106836235A (en) | 2017-02-20 | 2017-02-20 | A kind of suspension device and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106836235A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000355932A (en) * | 1999-06-16 | 2000-12-26 | Kawasaki Steel Corp | Steel-pipe sheet pile and connecting structure of steel- pipe sheet pile |
| CN1508363A (en) * | 2002-12-18 | 2004-06-30 | 株式会社德达渡 | Steel-tube-sheet pile sunk-well foundation and steel-tube-sheet pile used thereof |
| CN1536170A (en) * | 2002-10-31 | 2004-10-13 | 住友金属工业株式会社 | Steel plate wall and its mfg. method |
| KR20060072725A (en) * | 2004-12-23 | 2006-06-28 | 재단법인 포항산업과학연구원 | Steel pipe piles |
| CN202559362U (en) * | 2012-04-09 | 2012-11-28 | 东南大学 | Double-row steel sheet pile and H-steel section combined foundation pit supporting structure |
| CN204112309U (en) * | 2014-08-05 | 2015-01-21 | 海盐汇祥新型建材科技有限公司 | A kind of plastics-steel combination sheet pile |
| JP2016113750A (en) * | 2014-12-11 | 2016-06-23 | 新日鐵住金株式会社 | Joint structure connecting steel sheet pile with steel pipe sheet pile |
| CN205591205U (en) * | 2016-03-08 | 2016-09-21 | 马鞍山瑞马钢板桩科技有限公司 | Steel sheet pile underground structure |
-
2017
- 2017-02-20 CN CN201710090571.2A patent/CN106836235A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000355932A (en) * | 1999-06-16 | 2000-12-26 | Kawasaki Steel Corp | Steel-pipe sheet pile and connecting structure of steel- pipe sheet pile |
| CN1536170A (en) * | 2002-10-31 | 2004-10-13 | 住友金属工业株式会社 | Steel plate wall and its mfg. method |
| CN1508363A (en) * | 2002-12-18 | 2004-06-30 | 株式会社德达渡 | Steel-tube-sheet pile sunk-well foundation and steel-tube-sheet pile used thereof |
| KR20060072725A (en) * | 2004-12-23 | 2006-06-28 | 재단법인 포항산업과학연구원 | Steel pipe piles |
| CN202559362U (en) * | 2012-04-09 | 2012-11-28 | 东南大学 | Double-row steel sheet pile and H-steel section combined foundation pit supporting structure |
| CN204112309U (en) * | 2014-08-05 | 2015-01-21 | 海盐汇祥新型建材科技有限公司 | A kind of plastics-steel combination sheet pile |
| JP2016113750A (en) * | 2014-12-11 | 2016-06-23 | 新日鐵住金株式会社 | Joint structure connecting steel sheet pile with steel pipe sheet pile |
| CN205591205U (en) * | 2016-03-08 | 2016-09-21 | 马鞍山瑞马钢板桩科技有限公司 | Steel sheet pile underground structure |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170613 |
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| RJ01 | Rejection of invention patent application after publication |