CN204326119U - A kind of pile-raft foundation float Structure - Google Patents
A kind of pile-raft foundation float Structure Download PDFInfo
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- CN204326119U CN204326119U CN201420753240.4U CN201420753240U CN204326119U CN 204326119 U CN204326119 U CN 204326119U CN 201420753240 U CN201420753240 U CN 201420753240U CN 204326119 U CN204326119 U CN 204326119U
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Abstract
The utility model relates to a kind of pile-raft foundation float Structure, and basement side wall is connected by horizontal connecting reinforcement with soldier pile; Bored pile has been set under basement bottom board; Be followed successively by hardcore bed below basement bottom board from top to bottom, backfill grey soil layer, steel concrete water-stop sheet, soft layer, relatively bearing stratum; The position of steel concrete water-stop sheet, close to water-stop curtain bottom, is formed between steel concrete water-stop sheet and water-stop curtain and closes volume protected from water; Steel concrete water-stop sheet is connected by connecting reinforcement with soldier pile, cloth hole in interval on steel concrete water-stop sheet, is interspersed with anti-float anchor rod in relative bearing stratum through this hole.The structure that the utility model relates to has good carrying and anti-floating performance, and little to the destruction of raft plate and stake raft junction, base plate is easy to leak not, and speed of application is fast, and the features such as cost is low, have good technical economic benefit.
Description
Technical field
The utility model relates to a kind of pile-raft foundation float Structure and construction method, construct quick, cheap, there is anti-floating ability, belong to building engineering field.
Background technology
For expansion using function and the object developing the underground space, high-rise building is generally designed with the basement of larger planar dimension and the degree of depth.But in the moisture abundant coastal cities of sub-surface, the superstructure run-off the straights such as the building caused by buoyancy force of underground water, structure, the accident of collapsing occur repeatedly, make basement anti-floating problem seem and become increasingly conspicuous.
Pile-raft foundation is the combination of pile foundation and raft foundation, have the feature of pile foundation and raft foundation concurrently: integral rigidity is large, bearing capacity is high, non-deformability is strong, anti-seismic performance is good, effectively can avoid the uneven sedimentation of structure, be widely used in high level or super highrise building, also can be used for the basement process project in harbour, airport, large-scale logistics stockyard.
The measure of anti float that existing large-scale stake raft structure is commonly used has three kinds: one to be ballast anti-floating technology, namely on basement bottom board, the thickness of counterweight or increase base plate is applied to offset the buoyancy of underground water to raft plate, increase base plate thickness very effective to underground structural anti-buoyancy, but embedded depth of foundation certainly will increase, buoyancy force of underground water is corresponding increase also, therefore, Anti-floating design difficulty is comparatively large, and construction effect is difficult to reach designing requirement; Two is arrange Pulling-Resistant Anchor Rod, Pulling-Resistant Anchor Rod by self tension by basement structure overall and rock stratum or hard soil layer hold, under raft foundation, completely Pulling-Resistant Anchor Rod arranged by hall usually, and therefore Pulling-Resistant Anchor Rod use amount very greatly, easily causes the waste of constructional materials; Because long-term and groundwater contacts, therefore very high to the requirement for anticorrosion of Pulling-Resistant Anchor Rod, and Pulling-Resistant Anchor Rod can not bear downward load; Three is anti-floating pile technology, anti-floating pile utilizes pile body deadweight and pile side friction to provide anti-floating power, because stake is connected with pillar, makes the spacing of anti-floating pile too large, need very thick base plate could resist additional bending moment and the shearing of buoyancy generation, the cost therefore except the cost height Outer Bottom Plating of stake is also very high.
In sum, although existing pile-raft foundation float Structure achieves significant effect in anti-floating performance and barrier performance, the destruction that the continuous change decreasing groundwater table causes basement side wall and base plate, but still deposit and can improve part, be mainly reflected in the aspects such as difficulty of construction is relatively large, construction cost is high.In groundwater table district higher, along with the increase of the basement degree of depth, the anti-floating of pile foundation and raft plate and antiseepage are had higher requirement.
Given this, a kind of reliable construction quality of invention, speed of application is fast, cost is relatively low pile-raft foundation float Structure is needed at present badly.
Utility model content
The purpose of this utility model is that providing a kind of has good carrying and anti-floating performance, effectively can reduce WATER LEVEL CHANGES to the pile-raft foundation float Structure of the damage of stake and raft plate junction and construction method.
In order to realize above-mentioned technical purpose, the utility model have employed following technical scheme:
A kind of pile-raft foundation float Structure, basement side wall is connected by horizontal connecting reinforcement with soldier pile; Bored pile has been set under basement bottom board; Self-compacting water proof concrete is filled in gap between basement side wall and basement bottom board;
Be followed successively by hardcore bed below basement bottom board from top to bottom, backfill grey soil layer, steel concrete water-stop sheet, soft layer, relatively bearing stratum;
Steel concrete water-stop sheet higher than water-stop curtain more than 1m bottom, formed between steel concrete water-stop sheet and water-stop curtain close volume protected from water;
Steel concrete water-stop sheet is connected by connecting reinforcement with soldier pile, and steel concrete water-stop sheet and soldier pile junction arrange active material water proof body;
Cloth hole in interval on concrete water-stop sheet, intert anti-float anchor rod through hole to relative bearing stratum, steel concrete water-stop sheet and bored pile junction are provided with water expandable waterstop.
The connecting reinforcement connecting basement side wall and soldier pile is equidistantly arranged along soldier pile, and the reinforcement welding in this connecting reinforcement and basement side wall;
Hardcore bed thickness is 300 ~ 500mm, and in hardcore bed, pre-plugged has water level detector and gutter, and one end of gutter extends catch basin.
the utility model has following feature and beneficial effect:
(1) pile-raft foundation float Structure arranges continuous print steel concrete water-stop sheet, steel concrete water-stop sheet is cast within the scope of the layout of water-stop curtain, form the water barrier closed, prevent the following underground water of steel concrete water-stop sheet from entering in the grey soil layer of backfill, reduce WATER LEVEL CHANGES to the impact of stake raft.
(2) backfill grey soil layer and make building energy uniform settlement, antagonism underground buoyancy of water, significantly reduces the use amount of anti-float anchor rod, saves construction cost.
(3) basement bottom board top arranges one deck hardcore bed, arranges gutter and water level detector in hardcore bed, is easily found during groundwater table seepage, and can carry out drainage measure in time.
(4) bored pile and steel concrete water-stop sheet junction arrange rubber fastening band, and rubber fastening band expands after meeting water, stop underground water to rise from gap, junction, leak out to the grey soil layer of backfill.
accompanying drawing explanationfig. 1 is the utility model pile-raft foundation float Structure schematic diagram;
In figure: 1, soft layer; 2, soldier pile; 3, water-stop curtain; 4, bored pile; 5, steel concrete water-stop sheet; 6, rubber fastening band; 7, anti-float anchor rod; 8, grey soil layer; 9, hardcore bed; 10, gutter; 11, connecting reinforcement; 12, basement side wall; 13, basement bottom board; 14, self-compacting water proof concrete; 15, active material water proof body; 16, relative bearing stratum; 17, bolt grouting body.
Detailed description of the invention
Drawing in the present embodiment such as pouring construction process of hole construction, the construction technology of anti-float anchor rod, steel concrete water-stop sheet and basement bottom board of the construction technology of soldier pile and bored pile in present embodiment, connecting reinforcement is not repeated, and emphasis sets forth the embodiment that the utility model relates to structure.
Fig. 1 is that resisting buoyancy of foundation structural representation is cut down in the utility model stake.With reference to shown in Fig. 1, the utility model stake is cut down resisting buoyancy of foundation structure and is formed primarily of water-stop curtain 3, soldier pile 2, steel concrete water-stop sheet 5, bored pile 4, hardcore bed 9 and anti-float anchor rod 7.
Arrange row's soldier pile 2 in foundation ditch surrounding, soldier pile 2 adopts deep-mixed pile, stake footpath 600mm, pile spacing 450mm, the long 9m of stake, and pile concrete adopts C25 concrete, main muscle 8 Φ 18, and put more energy into hoop φ 12@200; Water-stop curtain 3 adopts continuous print cement mixing pile, and stake footpath is 250mm, and stake apex distance earth's surface 3.5m, is positioned at below groundwater table at the bottom of stake.
Bored pile 4 is circular, and pile body diameter is 600mm, and pile spacing is 3m, and pile body, through soft layer 1, stretches into more than 1m in relative bearing stratum 16; In bored pile 4, the diameter of reinforcing cage is 500mm, arranges 12 Ф 16mm, strength grade HRB335 longitudinal screw reinforcing bar, and spiral stirrup adopts Ф 8mm, strength grade is the plain steel-bar of HPB300.The strength grade of concrete of bored pile 4 is C35, adopts 42.5# Portland cement.The construction of bored pile 4 meets the requirement of " technical code for building pile foundation " (JGJ94-2008).
Steel concrete water-stop sheet 5 adopts impervious concrete to build and forms, cement adopts Portland cement, intensity is not less than 32.5Mpa, 7 days heat of hydration indexs of cement are not higher than 275kJ/kg, high-early (strength) cement must not be used, the total alkali content that the alkali content of cement must meet cement in every cubic meter of concrete is not more than 2.25kg, the rank of the flyash added is not less than II level, high-calcium fly ass must not be used, coarse aggregate adopts the uniform machine rubble of 5 ~ 31.5mm grating, mud content must not be greater than 1%, and fines adopts medium coarse sand, fineness modulus 2.5 ~ 3.0.The mud content of sand must not be greater than 3%.Add Admixture in concrete, Admixture should adopt the Admixture of low alkali, low hydration heat, and volume is not more than 5% of cement quality.
Steel concrete water-stop sheet 5 is arranged with soldier pile 2 is mutually vertical, both adopt connecting reinforcement 11 to connect, connecting reinforcement 11 adopts the aperture of reinforcing steel implant to be 20mm, and the active material water proof body 15 of outsourcing geotechnique cloth bag is laid in junction, active material water proof body 15 is the active waterproofing materials of macromolecule resin.Bored pile 4 has run through steel concrete water-stop sheet 5, arranges rubber fastening band 6 between steel concrete water-stop sheet 5 and bored pile 4, and rubber fastening band 6 adopts water expandable waterstop, hot strength >=3.5Mpa.
After steel concrete water-stop sheet 5 reaches some strength, steel concrete water-stop sheet 5 is holed, and in hole, arrange anti-float anchor rod 7, anti-pulling capacity standard value is 240KN, corrosion-resistant treatments is carried out on anti-float anchor rod 7 surface, and in anti-float anchor rod 7, slip casting forms bolt grouting body 17.
After anti-float anchor rod 7 has set, backfill dirt layer 8 on steel concrete water-stop sheet 5, grey soil layer 8 top arranges hardcore bed 9, and hardcore bed 9 thickness 300 ~ 500mm, ballast grain sizes is not less than 20mm.In hardcore bed 9, water level sensor is set, and pre-buried gutter 10, gutter 10 adopts the concrete pipe of internal diameter 100 ~ 200mm.
Then the construction of basement bottom board 13 and basement side wall 12 is carried out, the reinforcing bar of basement bottom board 13 and basement side wall 12 adopts diameter to be 16mm, strength grade is the indented bars of HRB335, thickness is 400mm, strength grade of concrete is C30, wherein, basement side wall 12 and soldier pile 2 adopt diameter to be 20mm, and strength grade is that the connecting reinforcement 11 of HRB335 connects.Fill self-compacting water proof concrete 14 in basement side wall 12 and the space of soldier pile 2, the viscosity of self-compacting water proof concrete 14 represents by concrete divergence, requires within the scope of 500 ~ 700mm.
The utility model additionally provides the construction method of pile-raft foundation float Structure, mainly comprises the following steps:
1) bored pile construction: after excavation of foundation pit to design elevation, sets bored pile 4, and bored pile 4 has built rear maintenance 28 days, makes bored pile 4 reach design strength;
2) original soil layer is excavated: dig 3 ~ 6m under being continued by foundation ditch, foundation ditch elevation of bottom is than 1m high bottom water-stop curtain 3;
3) pouring reinforcement concrete water-stop sheet 5 bottom foundation ditch: before construction reinforced bar concrete water-stop sheet 5, first smears slurry to bored pile 4 close to the part of foundation ditch and does smooth treatment, outpacking rubber waterstop 6.Hole and arrange connecting reinforcement 11 in the position that soldier pile 2 is connected with steel concrete water-stop sheet 5.Ready work is carried out, lay the steel mesh reinforcement of steel concrete water-stop sheet 5, steel mesh reinforcement surrounding is welded with the connecting reinforcement 11 be arranged on soldier pile 2, after steel mesh reinforcement installation, formwork builds waterproof concrete, reaches after requirement arrange active material water proof body 15 in soldier pile 2 and steel concrete water-stop sheet 5 junction until concrete strength.
4) anti-float anchor rod 7 is set: hole on steel concrete water-stop sheet 5 after pouring reinforcement concrete water-stop sheet 5 concrete strength reaches requirement and insert prefabricated anti-float anchor rod 7 to relative bearing stratum less than 16 more than 1m, then bolt grouting body 17 is formed to slip casting in anti-float anchor rod 7, grouting mode adopts secondary grouting, first time grouting pressure 0.5 ~ 1.0MPa, by Grouting Pipe from hole-bottom slurry-injection, slip casting is to aperture not grout; Second time grouting pressure 1.5 ~ 3.0MPa.Before and after twice slip casting interval time be 12h;
5) backfill grey soil layer 8: back-filling in layers ash soil layer 8, often backfilling one deck ash soil layer 8 need carry out compacting to backfill part, and backfill construction is to basement bottom board absolute altitude;
6) hardcore bed 9 is laid: grey soil layer 8 has laid the hardcore bed 9 of rear laying 300 ~ 500mm, pre-plugged water level detector and gutter 10 in hardcore bed 9, and gutter is evenly laid, and one end extends in the catch basin around basement;
7) basement bottom board 13 and basement side wall 12 are built: before basement side wall 12 is constructed, on soldier pile 2, first draw hole implant connecting reinforcement 11, then the reinforcing bar of basement bottom board 13 and basement side wall 12 is laid, basement side wall 12 reinforcing bar welds with connecting reinforcement 11, finally builds basement bottom board 13 and basement side wall 12 concrete.Finally fill self-compacting water proof concrete 14 in basement side wall 12 and soldier pile 2 gap.
Claims (6)
1. a pile-raft foundation float Structure, is characterized in that basement side wall is connected by horizontal connecting reinforcement with soldier pile; Bored pile has been set under basement bottom board;
Be followed successively by hardcore bed below basement bottom board from top to bottom, backfill grey soil layer, steel concrete water-stop sheet, soft layer, relatively bearing stratum;
The position of steel concrete water-stop sheet, close to water-stop curtain bottom, is formed between steel concrete water-stop sheet and water-stop curtain and closes volume protected from water;
Steel concrete water-stop sheet is connected by connecting reinforcement with soldier pile, cloth hole in interval on steel concrete water-stop sheet, is interspersed with anti-float anchor rod in relative bearing stratum through this hole.
2. pile-raft foundation float Structure according to claim 1, is characterized in that self-compacting water proof concrete is filled in the gap between basement side wall and basement bottom board.
3. pile-raft foundation float Structure according to claim 1, is characterized in that steel concrete water-stop sheet and soldier pile junction arrange active material water proof body.
4. pile-raft foundation float Structure according to claim 1, is characterized in that steel concrete water-stop sheet and bored pile junction are provided with water expandable waterstop.
5. pile-raft foundation float Structure according to claim 1, is characterized in that the connecting reinforcement connecting basement side wall and soldier pile is equidistantly arranged along soldier pile, and the reinforcement welding in this connecting reinforcement and basement side wall.
6. pile-raft foundation float Structure according to claim 1, it is characterized in that hardcore bed thickness is 300 ~ 500mm, in hardcore bed, pre-plugged has water level detector and gutter, and one end of gutter extends to the catch basin of basement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420753240.4U CN204326119U (en) | 2014-12-05 | 2014-12-05 | A kind of pile-raft foundation float Structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420753240.4U CN204326119U (en) | 2014-12-05 | 2014-12-05 | A kind of pile-raft foundation float Structure |
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| Publication Number | Publication Date |
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| CN204326119U true CN204326119U (en) | 2015-05-13 |
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| CN201420753240.4U Active CN204326119U (en) | 2014-12-05 | 2014-12-05 | A kind of pile-raft foundation float Structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452829A (en) * | 2014-11-18 | 2015-03-25 | 中大建设有限公司 | Piled raft foundation anti-floating structure and construction method |
| CN111501815A (en) * | 2020-04-01 | 2020-08-07 | 中国建筑第八工程局有限公司 | Tower crane foundation structure replacing anti-floating anchor rod and construction method |
-
2014
- 2014-12-05 CN CN201420753240.4U patent/CN204326119U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452829A (en) * | 2014-11-18 | 2015-03-25 | 中大建设有限公司 | Piled raft foundation anti-floating structure and construction method |
| CN111501815A (en) * | 2020-04-01 | 2020-08-07 | 中国建筑第八工程局有限公司 | Tower crane foundation structure replacing anti-floating anchor rod and construction method |
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Address after: 330095 Jiangxi city of Shangrao province Xinzhou Zone Lake Road No. 92 Patentee after: Zhongda Construction Co., Ltd. Address before: 330095 Jiangxi city of Shangrao province Xinzhou Zone Lake Road No. 92 Patentee before: Zhongda Construction Group Co Ltd Address after: 330095 Jiangxi city of Shangrao province Xinzhou Zone Lake Road No. 92 Patentee after: Zhongda Construction Group Co Ltd Address before: 330095 Jiangxi city of Shangrao province Xinzhou Zone Lake Road No. 92 Patentee before: ZHONGDA CONSTRUCTION CO., LTD. |