CN204326080U - A kind of next-door neighbour's existing building pit maintenance soil structure - Google Patents
A kind of next-door neighbour's existing building pit maintenance soil structure Download PDFInfo
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- CN204326080U CN204326080U CN201420693071.XU CN201420693071U CN204326080U CN 204326080 U CN204326080 U CN 204326080U CN 201420693071 U CN201420693071 U CN 201420693071U CN 204326080 U CN204326080 U CN 204326080U
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Abstract
The utility model relates to a kind of next-door neighbour's existing building pit maintenance soil structure, it is characterized in that, mainly comprises cement mixing pile water stopping curtain, bored pile soldier pile, non-soil compaction overturning or slip resistance analysis stake and oblique drawbar; The outside in excavation of foundation pit sideline is disposed with bored pile soldier pile, cement mixing pile water stopping curtain and non-soil compaction overturning or slip resistance analysis stake from inside to outside; To the pile body top area of bored pile soldier pile, be provided with raft plate in non-soil compaction overturning or slip resistance analysis stake, raft plate top is provided with continuous steel plate with holes; Oblique drawbar top is arranged on the steel plate continuous with holes at non-soil compaction overturning or slip resistance analysis stake top, and bottom is arranged at outside bored pile soldier pile, and oblique drawbar two ends adopt ground tackle, backing plate and pedestal to fix respectively.The utility model efficiently solves the technical barrier that next-door neighbour's existing building foundation ditch is difficult to supporting, has good technical economic benefit.
Description
Technical field
The utility model relates to a kind of next-door neighbour's existing building pit maintenance soil structure, belongs to foundation engineering field, is applicable to the foundation treatment engineering of the newly-built or Reconstruction Project of thickness of soft soil is large, foundation settlement control overflow is high highway construction.
Background technology
Developing rapidly along with national economy, Urbanization Process In China is also constantly accelerated.Soil is as urban construction necessary component, become and affected urbanization principal element, for saving building costs, improving land utilization ratio, the day by day high stratification of urban architecture thing, densification, and then base pit engineering presents features such as " large, dark, tight, near ".Foundation pit enclosure structure, a soil body, the mutual coefficient organism of space enclosing structure, it not only wants the safe, convenient of the interior operation of stability and hole that can ensure foundation ditch, and the land movement at the bottom of hole and outside hole will be made to control within the specific limits, guarantee that adjacent structure and urban operating mechanism normally use.Foundation pit enclosure structure conventional at present mainly contains gravity agitation pile barricade, diaphragm wall, stake column barricade, soil nail wall etc.But when adopting these space enclosing structures, while must reserving wall thickness space, also need to reserve in the outside of underground structure the waste that enough operating spaces cause land resources, for weak soil, foundation pit deformation is also more serious.
Deep footing groove enclosing structure often adopts row of bored piles supporting to add the mode of cement mixing pile water-stop curtain, this space enclosing structure can obtain good supporting and stagnant water effect under suitable engineering specifications, but for the situation of foundation ditch next-door neighbour existing building, often occur that foundation pit deformation is excessive, the problems such as resistance to capsizing is not enough, if adopt the existing building gesture basis of mode to next-door neighbour setting up anchor pole to cause damage, if foundation ditch inside arranged multilevel inner support and causes foundation pit construction again and have a strong impact on, thus the deep foundation pit support problem how solving next-door neighbour's existing building becomes the focus of research.
In sum, although existing foundation pit enclosure structure strengthening Carrying capacity, strengthen in the sealing anti-seepage effect etc. of foundation ditch there is good effect, what under suitable engineering specifications, also reach expection goes along with sb. to guard him effect, but for the situation of foundation ditch next-door neighbour existing building, at foundation pit deformation, the aspects such as resistance to capsizing still exist can improve part.Given this, for reducing foundation pit deformation amount, improving the sealing seepage capability of foundation ditch resistance to capsizing and enhancing foundation ditch, for the shortcoming of existing next-door neighbour's existing building foundation pit enclosure structure, need invention a kind of reliable construction quality, the pit maintenance soil structure going along with sb. to guard him effective, that speed of application is fast next-door neighbour's existing building and construction method at present badly.
Summary of the invention
The purpose of this utility model is to provide a kind of next-door neighbour's existing building pit maintenance soil structure, significantly can improve the resistance to capsizing of supporting and protection structure, reduce the distortion of supporting and protection structure, and can ensure the safety of the stable of foundation ditch and proximate building.
In order to realize above-mentioned technical purpose, the utility model have employed following technical scheme:
A kind of next-door neighbour's existing building pit maintenance soil structure, is characterized in that, mainly comprise cement mixing pile water stopping curtain, bored pile soldier pile, non-soil compaction overturning or slip resistance analysis stake and oblique drawbar; The outside in excavation of foundation pit sideline is disposed with bored pile soldier pile, cement mixing pile water stopping curtain and non-soil compaction overturning or slip resistance analysis stake from inside to outside; To the pile body top area of bored pile soldier pile, be provided with raft plate in non-soil compaction overturning or slip resistance analysis stake, raft plate top is provided with continuous steel plate with holes; Oblique drawbar top is arranged on the steel plate continuous with holes at non-soil compaction overturning or slip resistance analysis stake top, and bottom is arranged at outside bored pile soldier pile, and oblique drawbar two ends adopt ground tackle, backing plate and pedestal to fix respectively.
Described non-soil compaction overturning or slip resistance analysis stake is double according to the coverage of excavation of foundation pit sideline to adjacent structure along piling travel direction or arranges setting more.
Described raft plate is reinforced concrete structure, first can arrange raft plate (reserved tie rod hole) and place oblique drawbar afterwards, water raft plate after also can first arranging oblique drawbar.
Adopt double H type or i shaped steel to enclose purlin outside described bored pile soldier pile oblique drawbar is connected for overall, and enclose at steel and on the upside of purlin, angle steel is set supports.
The construction method of above-mentioned next-door neighbour's existing building pit maintenance soil structure, comprises the following steps:
1) preparation of construction: according to designing requirement, smooth location, removes foreign material; Investigate thoroughly network of underground situation, the underground obstacle of moving away on stake position, mapping pile body position, and organizing construction's material, machinery, personnel are in place;
2) construction cement mixing pile water stopping curtain: at the construction cement mixing pile water stopping curtain in the outside in bored pile soldier pile design sideline;
3) construction drill castinplace pile soldier pile: construction drill castinplace pile soldier pile between next-door neighbour excavation of foundation pit sideline and Soil-cement pile water stopping curtain;
4) to construct non-soil compaction overturning or slip resistance analysis stake: first adopt mud off technique soil taking hole forming, rear implantation hollow prestress pile tube or TSC stake as non-soil compaction antiskid bearing peg, and adopt the pile end grouting technique slip casting of stake side, monitor building deformation in time in slip casting process;
5) first order soil excavation: layering, excavation section by section are carried out to the earthwork along excavation of foundation pit sideline, every layer of cutting depth can not exceed setting, and section length is wanted suitably, can not be disposable or local excavation is excessively dark;
6) implant oblique drawbar and Grouting Pipe: take the mode of directional drilling oblique drawbar and Grouting Pipe synchronously to be implanted in the soil body, then oblique drawbar bottom and top are first tentatively fixed respectively;
7) stake top raft plate is set: lay reinforcing cage at the pile body top of bored pile soldier pile to non-soil compaction overturning or slip resistance analysis stake and install template, pouring reinforcement concrete raft plate, and at the pre-buried expansion bolt in raft plate top;
8) lay continuous steel plate with holes: by pre-buried expansion bolt by continuous Interal fixation with holes on raft plate;
9) fixing oblique drawbar: be fixed on the bottom of oblique drawbar on pedestal that steel encloses on purlin, top is fixed on the pedestal on continuous steel plate with holes, and to adopt and to adopt ground tackle, backing plate and pedestal to carry out adjustment fixing;
10) slip casting shutoff water-stop curtain: by Grouting Pipe to mud jacking in hole, causes the Soil-cement pile water stopping curtain place of leaking to carry out shutoff the construction of placement oblique drawbar;
11) second level soil excavation: carry out second level soil excavation according to designing requirement, should back cover in time when digging design elevation.
the utility model has following characteristics:
(1) the utility model is for the operating mode of next-door neighbour's existing building bracing of foundation pit, adopt bored pile as soldier pile, cement mixing pile is as water-stop curtain, and in water-stop curtain arranged outside non-soil compaction overturning or slip resistance analysis stake, and adopt together with soldier pile sockets with overturning or slip resistance analysis stake by oblique drawbar, soldier pile, oblique drawbar and non-soil compaction overturning or slip resistance analysis stake is made to be combined into an integer support form, improve the resistance to capsizing of supporting and protection structure and reduce the distortion of supporting and protection structure, having ensured the safety of the stable of foundation ditch and proximate building.
(2) non-soil compaction overturning or slip resistance analysis stake adopts double hollow pile for prestressed pipe or TSC stake, then pile tube is implanted by mud off soil taking hole forming, adopt stake side pile end grouting technique, and in slip casting process, Real-Time Monitoring is carried out to existing building deflection, construction quality is easy to control, soil compaction effect is little, little on the impact of next-door neighbour's existing building.
(3) taking the mode of directional drilling oblique drawbar and Grouting Pipe synchronously to be implanted designs in duct, Grouting Pipe is offering injected hole by cement mixing pile water stopping curtain section place, after oblique drawbar is provided with, injecting treatment is carried out to the section that placement pull bar causes water-stop curtain to leak, the shutoff water-stop curtain of relevant portions effectively, thus avoid water-stop curtain and leak.
Accompanying drawing explanation
Fig. 1 is the cross-sectional drawing of the utility model next-door neighbour existing building pit maintenance soil structure;
Fig. 2 is the enlarged drawing of the utility model oblique drawbar lower anchor end;
Fig. 3-1, Fig. 3-2, Fig. 3-3 are construction process schematic diagrames of the utility model next-door neighbour existing building pit maintenance soil structure.
In figure: 1-cement mixing pile water stopping curtain; 2-bored pile soldier pile; 3-non-soil compaction overturning or slip resistance analysis stake; 4-oblique drawbar; 5-Grouting Pipe; 6-shaped steel encloses purlin; 7-ground tackle; 8-backing plate; 9-pedestal; 10-angle steel diagonal brace; 11-raft plate; 12-continuous steel plate with holes; 13-occluding body; 14-grouting behind shaft or drift lining body; 15-adjacent structure basis; 16-adjacent structure.
Detailed description of the invention
Below in conjunction with accompanying drawing, also by embodiment, the utility model is described in further detail, and following examples are that the utility model is not limited to following examples to explanation of the present utility model.
With reference to shown in Fig. 1, Fig. 2, next-door neighbour's existing building pit maintenance soil structure mainly comprises Soil-cement pile water stopping curtain 1, bored pile soldier pile 2, non-soil compaction overturning or slip resistance analysis stake 3 and oblique drawbar 4.
The present embodiment, four sides is close to existing building, and wherein southwestern side is certain supporting HOTEL FACILITIES and office premises, has the greatest impact to the excavation supporting of base pit engineering.Office premises east side and space enclosing structure outer edge minimum range are 5.3m, and north side minimum range is 4.7m.Foundation ditch planar dimension is 25m × 63m, foundation ditch buried depth is-8.8m, the soil excavation degree of depth is-9.00m, first to construct successively Soil-cement pile water stopping curtain 1 and bored pile soldier pile 2 at the outside ecto-entad in next-door neighbour excavation of foundation pit sideline, is engaged width control system therebetween within 100mm.Soil-cement pile water stopping curtain 1 diameter is Φ 700mm, spacing 500mm, and insertion depth is 10.00m, and design radical is 614, and adopt Φ 700 pairs of drill constructions, hoisting velocity is not more than 0.5m/min, and every pile stirs four times.Bored pile soldier pile 2 diameter is Φ 900mm, pile center's distance is 1050mm, design radical is 310, take normal circulation slewing drilling machine to enter pore-forming, artificial pulping to combine with the natural pulping of original soil in hole retaining wall, the slag making of direct circulation secondary pile hole cleaning, conduit returns the construction technology of fourth method pouring underwater concrete pile.
Mud off soil taking hole forming is first adopted in the effective range of Soil-cement pile water stopping curtain 1 to adjacent structure 16, rear implantation hollow prestress pile tube or TSC stake are as non-soil compaction overturning or slip resistance analysis stake 3, the pile-type that the present embodiment is implanted is PHC-AB400 (95)-10 type pile tube, pile spacing is 800mm, and adopts the pile end grouting technique slip casting of stake side to form grouting behind shaft or drift lining body 14.
After non-soil compaction overturning or slip resistance analysis stake 3 construction, the grey linear dimension of the position of check building or structure or the normal control wire (stake) in place, elevation stake and fluting, has to pass through and is up to the standards, and finish preliminary examination formality.
Then carry out first order soil excavation, adopt two excavator earth excavation to shaped steel to enclose purlin and absolute altitude (-4.00m) is set.
According to designing requirement, the mode of directional drilling is taked to implant in the soil body by synchronous with Grouting Pipe 5 for oblique drawbar 4, oblique drawbar 4 is passed the pile body face chipping at bored pile soldier pile 2 place and fills up, make bored pile soldier pile 2 surfacing, vertical, shaped steel encloses purlin 6 and adopts two I45a i iron to make, and shaped steel encloses purlin 6 and adopts Q235B steel, welding rod E43 series, weld seam is full weld, and unreceipted throat depth is 10mm.The absolute altitude that shaped steel encloses purlin 6 is extrapolated before installation, the shaped steel of upper and lower each section of two row is enclosed purlin 6 and is welded into entirety respectively, angle steel diagonal brace 10 is fixed on the top that upper row's shaped steel encloses purlin 6 subsequently, and make the following table of angle steel diagonal brace 10 be against row's shaped steel to enclose on purlin 6, shaped steel encloses purlin 6 and angle steel diagonal brace 10 is connected and fixed respectively by expansion bolt with bored pile soldier pile 2.Oblique drawbar 4 top is arranged at the top of continuous steel plate with holes 12, bottom is enclosed purlin 6 through the upper and lower two row's shaped steel outside bored pile soldier pile 2 and is fixed on pedestal 9, and the two ends of oblique drawbar 4 adopt ground tackle 7, backing plate 8 and pedestal 9 tentatively to fix respectively.
Lay reinforcing cage at the pile body top of bored pile soldier pile 2 to non-soil compaction overturning or slip resistance analysis stake 1 and install template, adopt C30 concrete-placing reinforcing steel bar concrete raft plate 11, the high 800mm of raft plate 11, at the pre-buried expansion bolt in raft plate 11 top, by pre-buried expansion bolt, continuous steel plate 12 with holes is fixed on raft plate 11.
Be fixed on the bottom of oblique drawbar 4 on pedestal 9 that shaped steel encloses on purlin 6, top is fixed on the pedestal 9 on continuous steel plate with holes 12, and adopts ground tackle 7, backing plate 8 and pedestal 9 to carry out adjustment to fix.After oblique drawbar is finally fixed, by Grouting Pipe 5 to mud jacking in hole, Grouting Pipe 5 is opening injected hole by cement-soil water-stop curtain 1 section place, carries out injecting treatment, form occluding body 13 to the section that placement oblique drawbar 4 causes Soil-cement pile water stopping curtain 1 to leak.Second level soil excavation can be carried out after Soil-cement pile water stopping curtain 1 shutoff completes.
Fig. 3-1, Fig. 3-2, Fig. 3-3 are construction process schematic diagrames of the utility model next-door neighbour existing building pit maintenance soil structure, and shown in Fig. 3-1, Fig. 3-2, Fig. 3-3, next-door neighbour's existing building pit maintenance soil structure comprises following construction sequence:
1) preparation of construction: according to designing requirement, smooth location, removes foreign material.Investigate thoroughly network of underground situation, the underground obstacle of moving away on stake position, mapping pile body position, and organizing construction's material, machinery, personnel are in place;
2) construction cement mixing method 1: at the construction Soil-cement pile water stopping curtain in the outside in bored pile soldier pile design sideline;
3) construction drill castinplace pile soldier pile 2: construction drill castinplace pile soldier pile between next-door neighbour excavation of foundation pit sideline and Soil-cement pile water stopping curtain;
4) to construct non-soil compaction overturning or slip resistance analysis stake 3: first adopt mud off technique soil taking hole forming, rear implantation hollow prestress pile tube or TSC stake as non-soil compaction antiskid bearing peg, and adopt the pile end grouting technique slip casting of stake side, monitor building deformation in time in slip casting process;
5) first order soil excavation: carry out layering, excavation section by section to the earthwork along excavation of foundation pit sideline, every layer of cutting depth can not exceed setting, and section length is wanted suitably, can not be disposable or local excavation is excessively dark.
6) oblique drawbar 4 and Grouting Pipe 5 is implanted: take the mode of directional drilling oblique drawbar 4 and Grouting Pipe 5 synchronously to be implanted in the soil body, then first distinguish preliminary fixing by oblique drawbar 4 bottom and top.
7) stake top raft plate 11 is set: lay reinforcing cage at the pile body top of bored pile soldier pile 2 to non-soil compaction overturning or slip resistance analysis stake 1 and install template, pouring reinforcement concrete raft plate 11, and at the pre-buried expansion bolt in raft plate 11 top;
8) continuous steel plate with holes 12 is laid: be fixed on raft plate 11 by pre-buried expansion bolt by continuous steel plate 12 with holes;
9) fixing oblique drawbar 4: be fixed on the bottom of oblique drawbar 4 on pedestal 9 that steel encloses on purlin 6, top is fixed on the pedestal 9 on continuous steel plate with holes 12, and it is fixing to adopt ground tackle 7, backing plate 8 and pedestal 9 to carry out adjustments.
10) slip casting shutoff water-stop curtain 1: by Grouting Pipe 5 to mud jacking in hole, causes Soil-cement pile water stopping curtain 1 place of leaking to carry out shutoff placement oblique drawbar 4 construction.
11) second level soil excavation: carry out second level soil excavation according to designing requirement, should back cover in time when digging design elevation.
Claims (4)
1. be close to an existing building pit maintenance soil structure, it is characterized in that, mainly comprise cement mixing pile water stopping curtain, bored pile soldier pile, non-soil compaction overturning or slip resistance analysis stake and oblique drawbar; The outside in excavation of foundation pit sideline is disposed with bored pile soldier pile, cement mixing pile water stopping curtain and non-soil compaction overturning or slip resistance analysis stake from inside to outside; To the pile body top area of bored pile soldier pile, be provided with raft plate in non-soil compaction overturning or slip resistance analysis stake, raft plate top is provided with continuous steel plate with holes; Oblique drawbar top is arranged on the steel plate continuous with holes at non-soil compaction overturning or slip resistance analysis stake top, and bottom is arranged at outside bored pile soldier pile, and oblique drawbar two ends adopt ground tackle, backing plate and pedestal to fix respectively.
2. next-door neighbour's existing building pit maintenance soil structure according to claim 1, is characterized in that described non-soil compaction overturning or slip resistance analysis stake is double according to the coverage of excavation of foundation pit sideline to adjacent structure along piling travel direction or arranges setting more.
3. next-door neighbour's existing building pit maintenance soil structure according to claim 1, is characterized in that described raft plate is reinforced concrete structure.
4. next-door neighbour's existing building pit maintenance soil structure according to claim 1, is characterized in that adopting outside described bored pile soldier pile double H type or i shaped steel to enclose purlin and connects oblique drawbar for overall, and encloses at steel and arrange angle steel on the upside of purlin and support.
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| CN201420693071.XU CN204326080U (en) | 2014-11-18 | 2014-11-18 | A kind of next-door neighbour's existing building pit maintenance soil structure |
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| CN201420693071.XU CN204326080U (en) | 2014-11-18 | 2014-11-18 | A kind of next-door neighbour's existing building pit maintenance soil structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612160A (en) * | 2014-11-18 | 2015-05-13 | 中大建设有限公司 | Maintenance structure for foundation pit next to existing building and construction method |
| CN109972666A (en) * | 2019-04-19 | 2019-07-05 | 中铁建大桥工程局集团第四工程有限公司 | Excavation of subway foundation pit controls the existing construction method for closing on pipeline disturbance |
| CN112554198A (en) * | 2020-11-04 | 2021-03-26 | 中建五局土木工程有限公司 | Construction method of deep foundation pit protection structure next to high-rise building |
-
2014
- 2014-11-18 CN CN201420693071.XU patent/CN204326080U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612160A (en) * | 2014-11-18 | 2015-05-13 | 中大建设有限公司 | Maintenance structure for foundation pit next to existing building and construction method |
| CN109972666A (en) * | 2019-04-19 | 2019-07-05 | 中铁建大桥工程局集团第四工程有限公司 | Excavation of subway foundation pit controls the existing construction method for closing on pipeline disturbance |
| CN112554198A (en) * | 2020-11-04 | 2021-03-26 | 中建五局土木工程有限公司 | Construction method of deep foundation pit protection structure next to high-rise building |
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| C14 | Grant of patent or utility model | ||
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| CB03 | Change of inventor or designer information |
Inventor after: Peng Guolu Inventor after: Gao Wenfeng Inventor after: Hong Ning Inventor after: Wang Dajin Inventor after: Yan Ruiyong Inventor before: Peng Guolu Inventor before: Gao Wenfeng Inventor before: Hong Ning |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: PENG GUOLU GAO WENFENG HONG NING TO: PENG GUOLU GAO WENFENG HONG NING WANGDAJIN YAN RUIYONG |
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| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
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. |