CN1313681C - Binding anti-slide pile structure and construction method - Google Patents
Binding anti-slide pile structure and construction method Download PDFInfo
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- CN1313681C CN1313681C CNB2005100204419A CN200510020441A CN1313681C CN 1313681 C CN1313681 C CN 1313681C CN B2005100204419 A CNB2005100204419 A CN B2005100204419A CN 200510020441 A CN200510020441 A CN 200510020441A CN 1313681 C CN1313681 C CN 1313681C
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Abstract
The present invention relates to a binding anti-slide pile structure and a construction method. The present invention relates to an underground concrete structure and a construction method. Aiming at the phenomenon that lining piles in a drilling perfusion mode have the advantages of safe, simple and convenient construction, short construction period and no season or climate limit, and have the disadvantages of poor bending performance and poor lateral force resisting capacity, the present invention absorbs the advantage of the good bending performance of rectangular piles and organically combines the advantages of the lining piles and the rectangular piles to provide a simple, convenient, safe and high-performance binding anti-slide pile structure and a construction method. The present invention has the technical scheme that the present invention is characterized in that the upper ends of a compression set pile 1 and a compression set pile 2 are connected with a pile cap 3; the construction method comprises the following steps: the compression set pile 1 is drilled and is conventionally serviced for 3 to 14 days; after the concrete strength reaches 30% to 70%, the compression set pile 2 is drilled; steel bars preserved by the compression set pile 1 and the compression set pile 2 are finally connected with a steel bar cage 4 of the pile cap 3; concrete is cast, and the construction of the pile cap 3 is completed. The present invention has the characteristics that safe, simple and convenient construction, short construction period, no season or climate limit, good bending performance, etc.
Description
One, technical field
The present invention relates to underground concrete structure and job practices, especially binding anti-slide pile structure and the job practices that combined by the pile cover connection constraints on the stake top by two bored piles.
Two, background technology
1, drill-pouring campshed and piling technique
In present side slope, pattern foundation pit supporting structure, campshed (bored pile) is used more extensive.It is arranged in a straight line by bored pile, and is connected by the contact beam, resists the form of structure of lateral earth pressure or Thrust of Landslide jointly.
Bored pile is to be widely used ripe piling technique.Its advantage is:
Easy construction, because the orifice castinplace pile adopts the rig pore-forming, because the aperture is little, and circular, the therefore general mud off that adopts is made reinforcing cage then, concrete perfusion, operation is simple, and is easy to operate;
Duration is short, need not resemble the retaining wall while excavating of hand excavated pile, therefore saves the duration greatly;
Construction safety, boring needn't resemble the hand excavated pile operation at Ground Operation, operating personnel's operation at the bottom of the stake hole, safety is low;
Be not subjected to season, climatic effect, because Ground Operation, bore diameter is little, be subjected to ooze the influence of soil body stability under the surface water such as rainfall little, can be in the many constructions in season of rainfall.
But shortcomings such as the ability of the anti-lateral load of drill-pouring campshed is low and hindered its use widely.Its shortcoming mainly contains:
From the mechanical property angle, circular stake is used to resist lateral load, is satisfying under the shearing resistance condition, and the ability of opposing moment of flexure is low, and main cause is that circular cross-section is not the favourable member section of bending resistance, generally adopts rectangle, " worker " shape etc.;
From economic angle, because anti-bending strength is poor, need a large amount of reinforcing bar bending resistances of configuration, material use is insufficient, and is uneconomical;
From safety perspective, amount of deflection is big, because the stake footpath is little, the stake slenderness ratio is big, and cantilevered stake amount of deflection is big, and the stake tension face ftractures easily, the influence stake life-span, and poor durability, thus reduced safety.
Because above shortcoming, make the drill-pouring campshed can only be applied to slope height, foundation depth is little or Thrust of Landslide is little situation, limited its scope of application.
2, rectangle anti-slide pile structure and existing problems
The retaining structure that landslide now, slope project are administered is widely used, is typically the rectangle antislide pile of manually digging hole.To Thrust of Landslide or the big improvement engineering of sliding force, the antislide pile in often first-selected timber pile footpath.
Its job practices: manually digging hole at first, and retaining wall piecemeal; Secondly, make, install reinforcing cage; Placing of concrete.Intensity to be reached just can play the anti-sliding support effect.
Compare the drill-pouring campshed, it has the following advantages:
The square-section antislide pile compares that the circular cross-section anti-bending strength is better, and material use is more abundant, and is more economical; Be subjected to force mode clear, calculate easy.
But this antiskid structure, there are the following problems:
(1) working security is poor;
The major diameter antislide pile, especially the degree of depth is very big, when reaching 30～40m, what adopt still is manually digging hole technology, require the stake hole to satisfy the manually digging hole requirement, add that retaining wall is wide, the stake footpath is bigger, special stake hole supporting retaining wall means need be taked in such hole, hole, as just deal with improperly and may lead to serious accident.
(2) construction period long, be subjected to seasonal effect;
The large-diameter bored pile construction, owing to adopt manually digging hole, the hand excavation amount is big, and efficient is low, and construction seriously is subjected to the influence of earth excavation duration, and the required construction period is long; Meet rainy season, often can not construct, be subjected to seasonal effect big.Administration project to the construction period strictness produces greatly influence.
Three, summary of the invention
The purpose of this invention is to provide a kind of simple and practical, in conjunction with the anti-bending strength of rectangle antislide pile better and advantage, a kind of anti-slide pile structure newly, superior, i.e. binding anti-slide pile structure and job practices such as bored pile construction is safe and simple.
The realization the technical solution adopted in the present invention is:
Structure of the present invention includes and is subjected to piling, tension pile, pile cover, and it is connected with pile cover with the tension pile upper end by piling.
The present invention, it is subjected to piling, tension pile, pile cover all to adopt the reinforced concrete structure with reinforcing cage.
The present invention, it is subjected between piling and the tension pile is 0.1～20cm apart from l.
Job practices of the present invention:
A, construction are subjected to piling: at first adopt rig to hole and become to be subjected to the piling hole, adopt mud off in the boring procedure after, the reinforcing cage handling of making is installed, treat that reinforcing bar cage hoisting is fixing after, fluid concrete pile, stake top reserved steel bar, conventional maintenance;
B, construction tension pile: be subjected to pressing pile construction to finish also conventional maintenance 3～14 days, concrete strength reaches about 30%～70%, the construction tension pile, tension pile is located near being subjected to piling to carry out a hole at side slope or landslide upside, carries out drilling construction then, mud off, then the reinforcing bar cage hoisting of making is fixed, carried out concrete pouring at last, stake top reserved steel bar;
Construction pile cover: after the tension pile construction is finished, can carry out the pile cover construction immediately, two possible surface dust and dregs in stake top of cleaning earlier, the reinforcing bar that reserved by piling and tension pile is connected with the reinforcing cage of pile cover, prop up template again, last concreting, vibrating head vibration compacting, conventional maintenance, stripping.
Advantage of the present invention:
What (1) citation form of the present invention adopted is the Bored Pile Construction method, has inherited its advantage, has construction safety, easy, construction period weak point, is not subjected to the advantage of seasonal climate restriction.
(2) absorbed the good characteristics of anti-bending strength of rectangle antislide pile, because two piles are connected by the constraint of pile cover on the stake top, make it become as a whole common opposing lateral force, internal force shows as a pile pressurized, and a pile tension is subjected to be similar on the force mode rectangle stake.Stress performance is greatly enhanced, and therefore, makes this cluster drill-pouring campshed enlarge the scope of application, can be used in the bigger side slope of lateral force, landslide and pattern foundation pit supporting structure.
(3) because stress performance improves, make material on opposing moment of flexure and shearing, all obtain balanced performance, avoided waste of material, reduce cost.It is estimated that by same landslide control or the side slope of method of the present invention, compare with the drill-pouring campshed, cost is saved more than 40%.
(4) since stake be subjected to force direction two pile actings in conjunction, bending resistance strengthens, amount of deflection reduces, reduce in the crack of stake, durability increases.
Four, description of drawings
Further specify the present invention below in conjunction with accompanying drawing.
Accompanying drawing is the concrete structure cross-sectional schematic of construction embodiment of the present invention
Among the figure: 1-is subjected to sliding bed of piling 2-tension pile 3-pile cover 4-reinforcing cage 5-sliding mass 6-or basement rock
Five, the specific embodiment
As shown in drawings, boring in sliding mass 5 and sliding bed 6, form be subjected to the upper end of piling 1 and tension pile 2 be connected with pile cover 3, between be 0.1～20cm apart from l.
Before making structure of the present invention, according to side slope, landslide engineering actual conditions, the condition of work and the stressed Force Calculation of carrying out of antagonism Slipped Clove Hitch structure obtain structural internal force, determine number of steel bars, structural form and concrete grade.
Job practices embodiment:,, adopt rig boring in design attitude discharge hole position according to on-the-spot geological condition, mud off, boring procedure requires at the uniform velocity, vertically, drilling to completion, and reinforcing cage 4 handlings that field fabrication is good are mounted in the hole, then, carry out concrete pouring, during cast, the concrete height of drop can not surpass 2m, behind the casting complete, form and be subjected to piling 1; Treat the conventional maintenance of concrete 7 days, intensity reaches 40%, at side slope or landslide upside, locatees near the stake hole that is subjected to piling 1 to carry out tension pile 2, adopts same job practices again, and construction forms tension pile 2; Carry out pile cover 3 constructions then, two possible surface dust and dregs in stake top of cleaning earlier are to guarantee the reliable bonding of pile cover and pile concrete; The reinforcing bar that reserved by piling 1 and tension pile 2 is connected with the reinforcing cage 4 of pile cover 3, props up template again, last concreting, vibrating head vibration compacting, conventional maintenance, stripping.
Among the present invention, notice in the drilling construction process that the stake position will arrange that accurately the boring rate of penetration can not be too fast, be at the uniform velocity, and check the bore inclining situation at any time, during the tension pile construction to being subjected to the degree of injury of piling.
Claims (2)
1. binding anti-slide pile structure, include and be subjected to piling (1) and tension pile (2) to be bored pile, pile cover (3), it is characterized in that being subjected to piling (1) to be connected with pile cover (3) with tension pile (2) upper end, be subjected to piling (1), tension pile (2), pile cover (3) all to adopt the reinforced concrete structure with reinforcing cage (4), being subjected to the distance 1 between piling (1) and the tension pile (2) is 0.1～20cm.
2. binding anti-slide pile structure job practices is characterized in that:
A, construction are subjected to piling: at first adopt rig to hole and become to be subjected to the piling hole, adopt mud off in the boring procedure after, reinforcing cage (4) handling of making is installed, treat that reinforcing cage (4) lifting is fixing after, fluid concrete pile, stake top reserved steel bar, conventional maintenance;
B, construction tension pile: be subjected to piling (1) construction to finish also conventional maintenance 3～14 days, concrete strength reaches about 30%～70%, construction tension pile (2), tension pile (2) near being subjected to piling (1) to carry out a location, hole, carries out drilling construction at side slope or landslide upside then, mud off, then the reinforcing bar cage hoisting of making is fixed, carried out concrete pouring at last, stake top reserved steel bar;
C, construction pile cover: after tension pile (2) construction is finished, can carry out pile cover (3) construction immediately, two possible surface dust and dregs in stake top of cleaning earlier, the reinforcing bar that reserved by piling (1) and tension pile (2) is connected with the reinforcing cage (4) of pile cover (3), prop up template again, last concreting, vibrating head vibration compacting, conventional maintenance, stripping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100204419A CN1313681C (en) | 2005-02-28 | 2005-02-28 | Binding anti-slide pile structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100204419A CN1313681C (en) | 2005-02-28 | 2005-02-28 | Binding anti-slide pile structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1664246A CN1664246A (en) | 2005-09-07 |
| CN1313681C true CN1313681C (en) | 2007-05-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100204419A Expired - Fee Related CN1313681C (en) | 2005-02-28 | 2005-02-28 | Binding anti-slide pile structure and construction method |
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| Country | Link |
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| CN (1) | CN1313681C (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102146676A (en) * | 2011-03-21 | 2011-08-10 | 中铁二院工程集团有限责任公司 | High-steep side slope subgrade structure for mountain area |
| CN102877473A (en) * | 2012-07-13 | 2013-01-16 | 华东交通大学 | Skirt pile and soil coupled slid-resistant structure |
| CN105002906B (en) * | 2015-07-28 | 2016-08-24 | 济南轨道交通集团有限公司 | A kind of cluster anchor cable composite pile structure as agent structure column and construction method thereof |
| CN111206604A (en) * | 2020-03-25 | 2020-05-29 | 贵州星隆迪岩土工程有限公司 | Circular parallel anti-slide pile and construction method |
| CN112962584A (en) * | 2021-02-08 | 2021-06-15 | 河海大学 | Expandable anti-slide pile and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1544891A1 (en) * | 1988-05-03 | 1990-02-23 | Научно-проектно-техническое объединение "Белстройнаука" | Method of constructing cement-earth pile |
| CN1008381B (en) * | 1988-01-25 | 1990-06-13 | 北京市城区第四建筑工程公司 | Spatial structured piles for slope protection |
| CN1141375A (en) * | 1995-10-25 | 1997-01-29 | 李宪奎 | Retaining wall structure and method for constructing same |
| CN1048306C (en) * | 1994-04-04 | 2000-01-12 | 曹时中 | Method for making soft foundation basement protecting structure |
| CN1120917C (en) * | 2000-11-17 | 2003-09-10 | 中国科学院地质研究所 | Prestressed slip-resisting pile for reinforcing side slope and its method |
| RU2246589C2 (en) * | 2002-07-25 | 2005-02-20 | Кубанский государственный аграрный университет | Anti-landslide structure |
| CN2765941Y (en) * | 2005-02-28 | 2006-03-22 | 王凯 | Binding type friction pile structure |
-
2005
- 2005-02-28 CN CNB2005100204419A patent/CN1313681C/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1008381B (en) * | 1988-01-25 | 1990-06-13 | 北京市城区第四建筑工程公司 | Spatial structured piles for slope protection |
| SU1544891A1 (en) * | 1988-05-03 | 1990-02-23 | Научно-проектно-техническое объединение "Белстройнаука" | Method of constructing cement-earth pile |
| CN1048306C (en) * | 1994-04-04 | 2000-01-12 | 曹时中 | Method for making soft foundation basement protecting structure |
| CN1141375A (en) * | 1995-10-25 | 1997-01-29 | 李宪奎 | Retaining wall structure and method for constructing same |
| CN1120917C (en) * | 2000-11-17 | 2003-09-10 | 中国科学院地质研究所 | Prestressed slip-resisting pile for reinforcing side slope and its method |
| RU2246589C2 (en) * | 2002-07-25 | 2005-02-20 | Кубанский государственный аграрный университет | Anti-landslide structure |
| CN2765941Y (en) * | 2005-02-28 | 2006-03-22 | 王凯 | Binding type friction pile structure |
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| Publication number | Publication date |
|---|---|
| CN1664246A (en) | 2005-09-07 |
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Granted publication date: 20070502 Termination date: 20120228 |