CN105350547A - Method applicable to inter-pile soil support of slope protection pile - Google Patents
Method applicable to inter-pile soil support of slope protection pile Download PDFInfo
- Publication number
- CN105350547A CN105350547A CN201510856603.6A CN201510856603A CN105350547A CN 105350547 A CN105350547 A CN 105350547A CN 201510856603 A CN201510856603 A CN 201510856603A CN 105350547 A CN105350547 A CN 105350547A
- Authority
- CN
- China
- Prior art keywords
- pile
- slope protection
- inter
- protection pile
- groove
- 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.)
- Pending
Links
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
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- 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
- E02D2300/0034—Steel; Iron in wire form
Landscapes
- Engineering & Computer Science (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)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention provides a method applicable to an inter-pile soil support of a slope protection pile. The method is characterized in that a relative flexible material which is easily removed is vertically embedded on a reinforcement cage; when the earth is excavated at the later stage, the flexible material embedded at the early stage is removed, and a trench is reserved as requirement; a reinforced concrete structure of the inter-pile soil support can be directly embedded into the trench in a pile body; the inter-pile soil support structure can be closely and reliably connected with the pile body, so that the durability is high, and the convenience of construction can be ensured; the concrete of the inter-pile soil support can be casted on site or sprayed.
Description
Technical field
The present invention is a kind of method for the supporting of slope protection pile inter-pile soil, belongs to technical field of civil engineering.
Background technology
At present, when execavated rockmass adopts upright stake plate type retaining wall supporting or foundation ditch to adopt slope protection pile supporting, how the soil-baffling structure of appropriate design and construction inter-pile soil, is a great problem.Existing stake plate type retaining wall, generally all first construction stake, rear construction breast boards.In embankment side slope, between stake, breast boards can be prefabricated, after being placed on stake, also can be cast-in-place together with stake, or cast-in-place shaped pile, breast boards is placed on inside the overhanging edge of a wing; For execavated rockmass, put slope excavation condition or in order to save construction costs when not possessing, when adopting the upright gradient excavation slope earthwork, the safeguard structure of inter-pile soil is just difficult to construction, when pattern foundation pit supporting structure adopts slope protection pile supporting and protection structure, equally so.At present, for this situation, adopt the embedded reinforcement that to punch after on the slope protection pile pile body of construction in advance more, then work out reinforced mesh, the way of sprayed mortar or cast-in-situ concrete.Its activities is: stake pore-forming → fabrication of reinforcing cage → reinforcing cage is settled, pile concrete perfusion → concrete curing → inter-pile soil excavate → is holed on pile concrete, after insert reinforcing bar reinforcing rib → on-the-spot assembling reinforcement mesh sheet, build (injection) concrete.
This kind of method needs to punch on the left and right sides concrete of adjacent pile body, after insert stiffener.This way, operate inconvenience, and punching limited amount, after the reinforcing bar of inserting be connected also insecure with pile body; In addition, left and right sides stake is needed to insert reinforcing bar respectively, then overlap welding, second-rate, and breast boards is stable main by this reinforcing rib, reinforced mesh can not insert in pile body, like this, except reinforcing rib, reinforced mesh in concrete slab can not be connected very well with adjacent stake, and later stage inter-pile soil is easy under the effect of frost heave etc., strain cracking, until destroy, durability is very poor.
Summary of the invention
The present invention designs for above-mentioned the deficiencies in the prior art a kind of method for the supporting of slope protection pile inter-pile soil that provides just, its objective is the mass defect of the inter-pile soil breast boards solving existing execavated rockmass and foundation ditch.
The object of the invention is to be realized by following technical measures:
This kind for the step of the method for slope protection pile inter-pile soil supporting is:
Step one, on the opposite flank of the reinforcing cage (1) of shaping two adjacent slope protection pile (4), colligation is easy to the packed column block (2) removed, the reinforcing cage (1) of band packed column block (2) fluid concrete after shaping slope protection pile (4) in the stake holes (3), remove filling block (2), the opposite flank of two adjacent slope protection pile (4) forms a groove (5), and the degree of depth of this groove (5) exceedes the position of the reinforcement stirrup (6) of reinforcing cage (1) inner ring;
Step 2, between relative two grooves (5) assembling reinforcement mesh sheet (7) and horizontal stiffener (8) make reinforced mesh (7) and horizontal stiffener (8) be deep into groove (5) bottom, then concreting, forms the breast boards (9) between slope protection pile (4).
The horizontal section of described slope protection pile (4) is cylinder, rectangle or square.Groove (5) is parallel with reinforcing cage (1) center line (10).For the construction of provisional breast boards (9), the thickness of groove (5) is 50mm ~ 100mm, and for the construction of permanent breast boards (9), the thickness of groove (5) is 100mm ~ 500mm.
Technical solution of the present invention presets the packed column block (2) that the flexible material that is easy to remove makes, the thickness of packed column block (2) and width can need to adjust at any time according to design, along with reinforcing cage (1) is inserted in stake holes (3) together simultaneously, during filling concrete, packed column block (2) occupies can not by Concrete Filled, later stage is along with the excavation of the earthwork, pick and dig out this packed column block (2), a vertical groove is formed in slope protection pile (4) both sides, then, assembling reinforcement mesh sheet (7) and horizontal stiffener (8) between groove (5) on the opposite flank of adjacent two slope protection pile (4), last concreting, form the breast boards (9) between slope protection pile (4).During condition license, also can insert prefabricated breast boards in two relative grooves (5).
The steel concrete breast boards (9) adopting the inventive method to be formed can be combined closely with slope protection pile (4), and reliable in quality is survivable, constructs also easier than conventional method many.
Accompanying drawing explanation
Fig. 1 is the structural representation of the reinforcing cage (1) of band packed column block (2)
Fig. 2 is the drawing in side sectional elevation of Fig. 1
Fig. 3 is the structural representation of the slope protection pile (4) after fluid concrete
Fig. 4 is the drawing in side sectional elevation of Fig. 3
Fig. 5 is for rejecting the structural representation of the slope protection pile (4) after packed column block (2)
Fig. 6 is the drawing in side sectional elevation of Fig. 5
Fig. 7 is the structural representation between adjacent two slope protection pile (4) after assembling reinforcement mesh sheet (7) and horizontal stiffener (8)
Fig. 8 is the drawing in side sectional elevation of Fig. 7
Fig. 9 is the structural representation of the breast boards (9) between adjacent two slope protection pile (4) after fluid concrete
Figure 10 is the drawing in side sectional elevation of Fig. 9
Detailed description of the invention
Below with reference to drawings and Examples, technical solution of the present invention is further described:
Shown in accompanying drawing 1 ~ 10, the implementation step of the method for the supporting of slope protection pile inter-pile soil described in technical solution of the present invention is:
Step one, employing common process carry out the construction of slope protection pile 4, the horizontal section of slope protection pile 4 is cylinder, rectangle or square, when 1 colligation of slope protection pile reinforcing cage, first preset in reinforcing cage 1 side (side slope longitudinally) the packed column block 2 being easy to that the later stage rejects, using the flexible material such as polyphenyl plate, extruded sheet shaping, not easily should be there is moderate finite deformation by the concrete compression that the later stage pours in packed column block 2 itself, and firm with reinforcing cage 1 colligation, prevent from locating misalignment, the later stage picks cutter difficulty.Binding material can be steel wire, also can for having the ordinary lines, rope etc. of some strength.The top of packed column block 2 can to the top of reinforcing cage 1, when having hat beam, can to hat beam lower limb, and packed column block 2 lower end should lower than lower than design toe more than absolute altitude 200mm; For in temporary work time, the width of packed column block 2 is generally 50mm ~ 100mm, in permanent work time, according to the difference of stake diameter, spacing etc., the width of packed column block 2 is generally 100mm ~ 500mm; After the boring of pile foundation completes, the reinforcing cage entering to make under in hole, then concreting (when adopt to insert reinforcing cage after drilling & grouting piling concrete time, the two is out of order), the space that relative flexibility material occupies, concrete can not enter, and this also facilitates the rejecting in later stage.Reinforcing cage 1 with packed column block 2 fluid concrete after the shaping slope protection pile 4 of maintenance in stake holes 3, the earthwork step excavation of side slope or foundation ditch can be carried out, now, the concrete of filling block 2 and part attachment can be removed by substep simultaneously, thus a groove 5 is formed on the opposite flank of two adjacent slope protection pile 4, groove 5 is parallel with reinforcing cage 1 center line 10, and the degree of depth of this groove 5 exceedes the position of the reinforcement stirrup 6 of reinforcing cage 1 inner ring and reaches 80mm ~ 300mm.
Step 2, finishing slope protection pile 4 between inter-pile soil face after, assembling reinforcement mesh sheet 7 and horizontal stiffener 8 between two grooves 5 between adjacent two slope protection pile 4 also make reinforced mesh 7 and horizontal stiffener 8 be deep into bottom groove 5, steel mesh reinforcement can individual layer, also can be double-deck.Then concreting, forms the breast boards 9 between slope protection pile 4.Concrete pouring procedure can formwork supporting plate cast-in-place, also can adopt the method for sprayed mortar.Concrete reaches after designing requirement through maintenance, can carry out next step soil excavation, repeats above-mentioned steps, completes the supporting of whole side slope or foundation ditch inter-pile soil.
Technical solution of the present invention is on the basis of conventional slope protection pile construction technology, on reinforcing cage vertically pre-buried be easy to remove relative flexibility material, during later stage soil excavation, reject in earlier stage pre-buried flexible material simultaneously, reserve required groove, the reinforced concrete structure of inter-pile soil supporting can directly embed in above-mentioned pile body groove, and inter-pile soil supporting and protection structure can be connected closely, reliably with pile body, durability is fine, easy construction.The concrete of inter-pile soil supporting can cast-in-placely also can spray.
Claims (4)
1. for a method for slope protection pile inter-pile soil supporting, it is characterized in that: the step of the method is:
Step one, on the opposite flank of the reinforcing cage (1) of shaping two adjacent slope protection pile (4), colligation is easy to the packed column block (2) removed, the reinforcing cage (1) of band packed column block (2) fluid concrete after shaping slope protection pile (4) in the stake holes (3), remove filling block (2), the opposite flank of two adjacent slope protection pile (4) forms a groove (5), and the degree of depth of this groove (5) exceedes the position of the reinforcement stirrup (6) of reinforcing cage (1) inner ring.
Step 2, between relative two grooves (5) assembling reinforcement mesh sheet (7) and horizontal stiffener (8) make reinforced mesh (7) and horizontal stiffener (8) be deep into groove (5) bottom, then concreting, forms the breast boards (9) between slope protection pile (4).
2. the method for the supporting of slope protection pile inter-pile soil according to claim 1, is characterized in that: groove (5) is parallel with reinforcing cage (1) center line (10).
3. the method for the supporting of slope protection pile inter-pile soil according to claim 1, it is characterized in that: for the construction of provisional breast boards (9), the thickness of groove (5) is 50mm ~ 100mm, for the construction of permanent breast boards (9), the thickness of groove (5) is 100mm ~ 500mm.
4. the method for the supporting of slope protection pile inter-pile soil according to claim 1, is characterized in that: the horizontal section of described slope protection pile (4) is cylinder, rectangle or square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510856603.6A CN105350547A (en) | 2015-11-30 | 2015-11-30 | Method applicable to inter-pile soil support of slope protection pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510856603.6A CN105350547A (en) | 2015-11-30 | 2015-11-30 | Method applicable to inter-pile soil support of slope protection pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105350547A true CN105350547A (en) | 2016-02-24 |
Family
ID=55326599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510856603.6A Pending CN105350547A (en) | 2015-11-30 | 2015-11-30 | Method applicable to inter-pile soil support of slope protection pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105350547A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908759A (en) * | 2016-06-12 | 2016-08-31 | 中国十七冶集团有限公司 | Device for reinforcing concrete sprayed in deep foundation pit and construction method |
| CN109826224A (en) * | 2019-03-08 | 2019-05-31 | 中国能源建设集团安徽省电力设计院有限公司 | A kind of sinking well protection wall digging foundation and its construction method for desert region iron tower of power transmission line |
| CN111074915A (en) * | 2020-01-10 | 2020-04-28 | 河南省交通规划设计研究院股份有限公司 | Construction method of retaining plate structure between adjacent slide-resistant piles |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818496A (en) * | 2009-02-25 | 2010-09-01 | 中煤第三建设（集团）有限责任公司 | Inversely-constructed underground continues wall with siamesed reinforcing cage |
| KR20120039439A (en) * | 2010-10-16 | 2012-04-25 | (주)씨엠파트너스건축사사무소 | Synthetic pile wall using the h-steel and its construction method |
| CN103306295A (en) * | 2013-07-08 | 2013-09-18 | 中铁第四勘察设计院集团有限公司 | Rigid frame pile supporting and blocking structure |
| CN103711135A (en) * | 2014-01-13 | 2014-04-09 | 中国地质大学（武汉） | Anti-slide pile of jointed arch structure |
| CN203782682U (en) * | 2014-01-23 | 2014-08-20 | 深圳市工勘岩土工程有限公司 | Guide slot assembly type pile-intermediate plate device |
-
2015
- 2015-11-30 CN CN201510856603.6A patent/CN105350547A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818496A (en) * | 2009-02-25 | 2010-09-01 | 中煤第三建设（集团）有限责任公司 | Inversely-constructed underground continues wall with siamesed reinforcing cage |
| KR20120039439A (en) * | 2010-10-16 | 2012-04-25 | (주)씨엠파트너스건축사사무소 | Synthetic pile wall using the h-steel and its construction method |
| CN103306295A (en) * | 2013-07-08 | 2013-09-18 | 中铁第四勘察设计院集团有限公司 | Rigid frame pile supporting and blocking structure |
| CN103711135A (en) * | 2014-01-13 | 2014-04-09 | 中国地质大学（武汉） | Anti-slide pile of jointed arch structure |
| CN203782682U (en) * | 2014-01-23 | 2014-08-20 | 深圳市工勘岩土工程有限公司 | Guide slot assembly type pile-intermediate plate device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908759A (en) * | 2016-06-12 | 2016-08-31 | 中国十七冶集团有限公司 | Device for reinforcing concrete sprayed in deep foundation pit and construction method |
| CN109826224A (en) * | 2019-03-08 | 2019-05-31 | 中国能源建设集团安徽省电力设计院有限公司 | A kind of sinking well protection wall digging foundation and its construction method for desert region iron tower of power transmission line |
| CN111074915A (en) * | 2020-01-10 | 2020-04-28 | 河南省交通规划设计研究院股份有限公司 | Construction method of retaining plate structure between adjacent slide-resistant piles |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104264688B (en) | Manually digging hole non-uniform pile support construction process | |
| CN107313431B (en) | Close on not contour foundation pit method for synchronously constructing | |
| CN109026064B (en) | Construction method for large-span multi-arch tunnel with semi-bright and semi-dark | |
| CN101691751B (en) | Construction method for making ultra-long artificial excavating pile penetrate cave and ultra-long pile penetrating cave | |
| CN104763435B (en) | Construction method of shallow-buried excavation type large cross section of tunnel in tail slag filling area | |
| CN102660955B (en) | Quick construction method for foundation pit slope support | |
| CN104631440B (en) | A kind of existing large-section in-situ concrete pile strength core increases foundation pit supporting construction and constructional method | |
| CN112942368B (en) | Deep foundation pit construction method with side wall supporting function | |
| CN111560962A (en) | Backfill area foundation pit supporting structure and construction method thereof | |
| CN105569051A (en) | Foundation pit support system of sandy pebble boulder geological stratification and construction method | |
| CN110284885A (en) | Shield inspection-pit construction method | |
| JP6543176B2 (en) | Building method | |
| CN113638445A (en) | Semi-inverse construction method for ultra-deep circular foundation pit | |
| CN105350547A (en) | Method applicable to inter-pile soil support of slope protection pile | |
| JP5976373B2 (en) | Pile foundation reinforcement structure and reinforcement method | |
| CN108729927B (en) | A kind of existing tunnel reorganization and expansion is the mid-board construction method of multiple-arch tunnel | |
| CN110080779A (en) | Tunnel tunnel bottom karst cave treatment construction method | |
| CN101793027B (en) | Core-grouted static pressure anchor rod pile | |
| CN105040707A (en) | Combined densely-arrayed pile deep foundation pit supporting and enclosure structure used as basement external wall | |
| CN108951647A (en) | Construction method for supporting is excavated in hole in the hole of open trench tunnel | |
| CN210141142U (en) | Underground structure is built in same direction as digging in hole stake secret | |
| KR102021496B1 (en) | Retaining wall construction method and retaining wall structure by the method | |
| CN112012761B (en) | Construction method of anti-disturbance double-arch tunnel structure | |
| CN213175669U (en) | Disturbance-resistant double-arch tunnel structure | |
| CN111911183B (en) | Tunnel hole entering construction method based on end wall type guide wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160224 |
|
| WD01 | Invention patent application deemed withdrawn after publication |