CN205998106U - A kind of taper pile bearing platform type wing wall structure - Google Patents
A kind of taper pile bearing platform type wing wall structure Download PDFInfo
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- CN205998106U CN205998106U CN201620989052.0U CN201620989052U CN205998106U CN 205998106 U CN205998106 U CN 205998106U CN 201620989052 U CN201620989052 U CN 201620989052U CN 205998106 U CN205998106 U CN 205998106U
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- front wall
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Abstract
The utility model discloses a kind of taper pile bearing platform type wing wall structure, it is characterized in dock gallery and be integrally attached to the pile foundation support table being arranged on oblique top stake and slope bolt piles, depressed place front wall is provided with the oblique throwing support of temporary support, described oblique throwing support is arranged on column, tiltedly throw support two ends respectively with bottom slab and the oblique connection of depressed place front wall, described slope bolt piles or be provided with reinforcing bar earth anchor.It is little that this utility model compared with prior art has the impact to existing building; preferably control the displacement in construction and validity period for the dock periphery existing building; structure is simple; easy construction; low engineering cost, especially suitable environmental protection requirement is higher and there is the regional Construction dock of limitation construction site.
Description
Technical field
This utility model is related to dock engineering technical field, especially a kind of is applied to the taper pile bearing platform type depressed place building dock
Wall construction.
Background technology
Dock wing wall is generally divided into gravity type and draws the two kinds of barrier wall structure of anchor formula, for example cast-in-place counterfort knot of gravity type
Structure, draws anchor formula such as to draw anchor steel sheet pile, draw anchor boring piling structure.Different types of barrier wall structure is suitable under different site conditions
Use, often using the cast-in-place buttress structure of heavy excavation typically under the conditions of rock foundation, and be then partial under Soft Soil
In drawing anchoring component.At present, the wing wall construction in dock engineering, cast in situs buttress type wing wall after typically adopting slope to excavate
Mode is constructed, or combines pull bar and anchorage structures using sheet pile body of wall.
The wing wall structure of prior art, is that comparison is suitable under the conditions of general geology and when surrounding enviroment are less demanding,
But slope is excavated needs enough construction sites, if existing building is apart from the excessively closely and no any protective measure of slope line, meeting
Cause existing building to have the excessive risk with unstability of displacement, draw anchor slab stake formula wing wall generally also to have excessive the asking of horizontal displacement
Topic, is unfavorable for the protection of existing building.Especially, dock construction in recent years develops towards large-scale direction, and the gear soil of dock wing wall is high
Degree is continuously increased, and commonly draws anchoring component to be difficult to meet the requirement of the controls such as its displacement.
Utility model content
The purpose of this utility model is a kind of taper pile bearing platform type wing wall structure designing for the deficiencies in the prior art, adopts
The taper pile pile foundation support table being integrally attached to front wall and gallery, soil excavation supports the temporary support as front wall using oblique throwing, preferably
Control dock and existing building construction and validity period displacement, greatly reduce the shadow to dock periphery existing building
Ring, structure is simple, easy construction, low engineering cost, and especially suitable environmental protection requirement is higher and there is limitation construction site
Regional Construction dock.
The purpose of this utility model is realized in:A kind of taper pile bearing platform type wing wall structure, including dock gallery and depressed place
Front wall and be arranged on bottom slab in pile foundation, is characterized in dock gallery and is held with the pile foundation being arranged on oblique top stake and slope bolt piles
Platform is integrally attached to, and depressed place front wall is provided with the oblique throwing support of temporary support, and described oblique throwing support is arranged on column, tiltedly throws support two ends respectively
With bottom slab and the oblique connection of depressed place front wall.
Described slope bolt piles or be provided with reinforcing bar earth anchor.
It is little that this utility model compared with prior art has an impact to existing building, had both preferably controlled dock periphery
There is the displacement built in construction and validity period, structure is simple, easy construction, low engineering cost, especially suitable environmental protection requirement
There is the regional Construction dock of limitation higher and construction site.
Brief description
Fig. 1 is this utility model structural representation.
Specific embodiment
Refering to accompanying drawing 1, this utility model includes dock gallery 1 and depressed place front wall 2 and is arranged on the bottom slab in pile foundation 10
3, described dock gallery 1 is integrally attached to the pile foundation support table 4 being arranged in oblique top stake 5 and slope bolt piles 6, and depressed place front wall 2 is provided with and faces
When the oblique throwing support 8 that supports;Described oblique throwing support 8 is arranged on column 9, tiltedly throws support 8 two ends oblique with bottom slab 3 and depressed place front wall 2 respectively
To connection;Described slope bolt piles 6 or be provided with reinforcing bar earth anchor 7.
Above simply this utility model is further described, and be not used to limit this patent, all for this utility model
Equivalence enforcement, is intended to be limited solely by within the right of this patent.
Claims (2)
1. a kind of taper pile bearing platform type wing wall structure, including dock gallery(1)With depressed place front wall(2)And it is arranged on pile foundation(10)On
Bottom slab(3)It is characterised in that dock gallery(1)Be arranged on oblique top stake(5)And slope bolt piles(6)On pile foundation support table(4)Whole
Body phase connects, depressed place front wall(2)It is provided with the oblique throwing support of temporary support(8), described oblique throwing support(8)It is arranged on column(9)On, tiltedly throw support
(8)Two ends respectively with bottom slab(3)With depressed place front wall(2)Oblique connection.
2. according to claim 1 taper pile bearing platform type wing wall structure it is characterised in that described slope bolt piles(6)Or it is provided with reinforcing bar ground
Anchor(7).
Priority Applications (1)
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CN201620989052.0U CN205998106U (en) | 2016-08-31 | 2016-08-31 | A kind of taper pile bearing platform type wing wall structure |
Applications Claiming Priority (1)
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CN201620989052.0U CN205998106U (en) | 2016-08-31 | 2016-08-31 | A kind of taper pile bearing platform type wing wall structure |
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CN205998106U true CN205998106U (en) | 2017-03-08 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106275311A (en) * | 2016-08-31 | 2017-01-04 | 中船第九设计研究院工程有限公司 | A kind of taper pile bearing platform type wing wall structure and construction method thereof |
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2016
- 2016-08-31 CN CN201620989052.0U patent/CN205998106U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106275311A (en) * | 2016-08-31 | 2017-01-04 | 中船第九设计研究院工程有限公司 | A kind of taper pile bearing platform type wing wall structure and construction method thereof |
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