CN208415272U - Native settlement treatment structure around a kind of basement - Google Patents
Native settlement treatment structure around a kind of basement Download PDFInfo
- Publication number
- CN208415272U CN208415272U CN201820741607.9U CN201820741607U CN208415272U CN 208415272 U CN208415272 U CN 208415272U CN 201820741607 U CN201820741607 U CN 201820741607U CN 208415272 U CN208415272 U CN 208415272U
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- China
- Prior art keywords
- basement
- concrete
- beams
- native
- steel bar
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- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 239000002893 slag Substances 0.000 claims abstract description 18
- 239000002689 soil Substances 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 239000002699 waste material Substances 0.000 claims abstract description 8
- 239000000203 mixture Substances 0.000 claims 1
- 230000003796 beauty Effects 0.000 abstract description 3
- 230000007774 longterm Effects 0.000 abstract description 3
- 230000001360 synchronised effect Effects 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000007123 defense Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- -1 bed course Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses settlement treatment structures native around a kind of basement, including basement, maintaining pile, the layering of pool slag, land waste, soil layer, bed course, beams of concrete, plate, reserved steel bar, basement roof, basement load bearing wall and reinforcing bar, basement is made of basement roof and basement load bearing wall, the side of basement is equipped with maintaining pile, the top of maintaining pile is layered equipped with pool slag, the top end surface of pool slag layering is equipped with bed course, the top end surface of bed course is equipped with beams of concrete, the top of beams of concrete is equipped with reserved steel bar, plate is additionally provided between beams of concrete and basement, plate is fixedly connected with beams of concrete by reserved steel bar, native settlement treatment structure is at the top of fender post and underground external wall around this kind of basement, concrete slab is arranged in below ground, to guarantee that surface subsidence in the long-term use is synchronous with basement, Ground does not generate crack, and Land leveling, beauty do not influence the use of building.
Description
Technical field
It cracks processing structure the utility model relates to a kind of basement boundary, more particularly relates to soil around a kind of basement
Settlement treatment structure, belongs to building engineering field.
Background technique
With the fast development of urban construction, a large amount of skyscraper is all required that basement is arranged.At basement structure
In the least significant end of building, mainly garage, device rooms is regarded and have met people's air defense demand.It is said from structure design, underground
The presence of room increases the buried depth of building, not only contributes to the stability for increasing skyscraper, while it is anti-to also improve its wind resistance
Shake ability.Although establishing the cost of basement than not building the expensive of basement, compages safety, people's air defense demand etc. because
Element, basement set up or the advantages outweigh the disadvantages.In the stage of basement construction, usually squeezes into and enclose in advance around basement
Fender pile, and stake top increase pipe crown beam, make basement shape is integral to go along with sb. to guard him, thus ensure that foundation pit operation stability and
Operation conveniently, safely, while also ensuring the normal use of neighbouring facility and urban operating mechanism.
Since surrounding soil is disturbed soil, indices will decline, and especially intensity and compactness is lower.Therefore rear
Bigger sedimentation may will occur than basement structure for phase, this part soil body.When reflecting on ground, it will on the side of basement
There is crack in boundary.It is directed to this phenomenon at present, a kind of method is that subsiding crack is arranged around basement, and this mode is in rain
It would be possible to the case where infiltration, leak occur under water weather.Another common method is around being improved by way of slip casting
The intensity of disturbed soil, to reduce the sedimentation value of surrounding soil, but higher cost.
Although above-mentioned processing method can effectively solve problem, but still there are the disadvantages of at high cost, effect is bad.How
Low cost, efficiently solve the problems, such as to generate crack due to the basement sedimentation different from surrounding soil, be building field urgently
Problem to be solved.
Utility model content
The technical problems to be solved in the utility model is that the existing processing structure overcome still has that at high cost, effect is bad
The disadvantages of the problem of, native settlement treatment structure around a kind of basement is provided.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution:
The utility model provides native settlement treatment structure around a kind of basement, including basement, maintaining pile, pool slag point
Layer, land waste, soil layer, bed course, concrete beam and board material, reserved steel bar, basement roof, basement load bearing wall and reinforcing bar, it is described
Basement is made of the basement roof and the basement load bearing wall, and the side of the basement is equipped with the maintaining pile,
The top of the maintaining pile is layered equipped with the pool slag, and the top end surface of the pool slag layering is equipped with the bed course, the bed course
Top end surface be equipped with the beams of concrete, the top of the beams of concrete is equipped with the reserved steel bar, the beams of concrete with
The plate is additionally provided between the basement, the plate is fixedly connected with the beams of concrete by the reserved steel bar.
As a kind of optimal technical scheme of the utility model, the bed course is made of the plain concrete of 100 thickness C15.
Be equipped with as a kind of optimal technical scheme of the utility model, inside the beams of concrete reinforcing bar described in several groups and
Reserved steel bar described in several groups, reserved steel bar described in reinforcing bar and several groups described in several groups are evenly distributed on the beams of concrete
It is internal.
As a kind of optimal technical scheme of the utility model, the inside of the plate is equipped with reinforcing bar.
As a kind of optimal technical scheme of the utility model, the pool slag layering is mixed by the land waste and the soil layer
It closes.
The utility model beneficial effect achieved is: native settlement treatment structure is in fender post and ground around this kind of basement
Concrete slab is arranged in lower exterior wall top, below ground, to guarantee that surface subsidence in the long-term use is synchronous with basement, ground
Face does not generate crack, and Land leveling, beauty do not influence the use of building.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is basement boundary crack resistence processing structure sectional view;
Fig. 2 is the beams of concrete structural schematic diagram of the utility model;
Fig. 3 is the pool slag layered structure schematic diagram of the utility model;
In figure: 1, basement;2, maintaining pile;3, pool slag is layered;31, land waste;32, soil layer;4, bed course;5, concrete
Beam;6, plate;7, reserved steel bar;8, basement roof;9, basement load bearing wall;10, reinforcing bar.
Specific embodiment
It is illustrated below in conjunction with preferred embodiment of the attached drawing to the utility model, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment 1
As shown in Figs. 1-2, the utility model provides native settlement treatment structure around a kind of basement, including basement
1, maintaining pile 2, pool slag are layered 3, land waste 31, soil layer 32, bed course 4, beams of concrete 5, plate 6, reserved steel bar 7, underground ceiling
Plate 8, basement load bearing wall 9 and reinforcing bar 10, basement 1 are made of basement roof 8 and basement load bearing wall 9, and the one of basement 1
Side is equipped with maintaining pile 2, and the top of maintaining pile 2 is equipped with pool slag layering 3, and the top end surface of pool slag layering 3 is equipped with bed course 4, bed course 4
Top end surface is equipped with beams of concrete 5, and the top of beams of concrete 5 is equipped with reserved steel bar 7, also sets between beams of concrete 5 and basement 1
There is plate 6, plate 6 is fixedly connected with beams of concrete 5 by reserved steel bar 7.
Bed course 4 is made of the plain concrete of 100 thickness C15, if be equipped with inside beams of concrete 5 reinforcing bar 10 described in several groups with
Dry group reserved steel bar 7, several groups reinforcing bar 10 and several groups reserved steel bar 7 are evenly distributed on the inside of the beams of concrete 5, plate
6 inside is equipped with reinforcing bar 10, and slag layering in the pool is mixed by land waste 31 and soil layer 32.
The device is native settlement treatment structure around a kind of basement, when needing with the structure, such as 2 stake top mark of fender post
Height is lower than basement roof 8, should be layered 3 to pool slag first and tamp, improve its intensity.If 2 stake top absolute altitude of fender post is with
Lower 8 absolute altitude of ceiling plate is unanimously just not required to handle.If 2 stake top absolute altitude of fender post is higher than 8 absolute altitude of basement roof, need to cut above Ground
The stake of lower 8 absolute altitude of ceiling plate is arranged the plain concrete of 100 thickness C15 as bed course 4, plays isolation soil and provide smooth surface layer
Effect, to the assembling reinforcement above plain concrete cushion layer 4,10 beams of concrete 5 of pouring reinforcement, arrangement of reinforcement is counted according to the actual situation
It calculates, and reserved steel bar 7, protrudes into plate 6, improve the performances such as its whole antidetonation, the production of plate 6 is according to practical structures
Stress condition and the case where upper load, plate thickness and arrangement of reinforcement are set.One end of plate 6 at this time must be placed at basement 1
In structure, and there is certain bearing length.
Native settlement treatment structure is at the top of fender post and underground external wall, below ground setting concrete around this kind of basement
Plate, to guarantee that surface subsidence in the long-term use is synchronous with basement, ground does not generate crack, Land leveling, beauty, no
Influence the use of building.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (5)
1. native settlement treatment structure around a kind of basement, including basement (1), maintaining pile (2), pool slag are layered (3), land waste
(31), soil layer (32), bed course (4), beams of concrete (5), plate (6), reserved steel bar (7), basement roof (8), basement are held
Weight wall (9) and reinforcing bar (10), which is characterized in that the basement (1) is by the basement roof (8) and the basement load-bearing
The side of wall (9) composition, the basement (1) is equipped with the maintaining pile (2), and the top of the maintaining pile (2) is equipped with the pool
Slag is layered (3), and the top end surface of the pool slag layering (3) is equipped with the bed course (4), and the top end surface of the bed course (4) is equipped with
The top of the beams of concrete (5), the beams of concrete (5) is equipped with the reserved steel bar (7), the beams of concrete (5) and institute
It states and is additionally provided between basement (1) plate (6), the plate (6) and the beams of concrete (5) pass through the reserved steel bar
(7) it is fixedly connected.
2. native settlement treatment structure around a kind of basement according to claim 1, which is characterized in that the bed course (4)
It is made of the plain concrete of 100 thickness C15.
3. native settlement treatment structure around a kind of basement according to claim 1, which is characterized in that the beams of concrete
(5) internal to be equipped with reserved steel bar (7) described in reinforcing bar (10) described in several groups and several groups, reinforcing bar (10) described in several groups and several
The group reserved steel bar (7) is evenly distributed on the inside of the beams of concrete (5).
4. native settlement treatment structure around a kind of basement according to claim 1, which is characterized in that the plate (6)
Inside be equipped with the reinforcing bar (10).
5. native settlement treatment structure around a kind of basement according to claim 1, which is characterized in that the pool slag layering
(3) it is mixed by the land waste (31) and the soil layer (32).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820741607.9U CN208415272U (en) | 2018-05-11 | 2018-05-11 | Native settlement treatment structure around a kind of basement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820741607.9U CN208415272U (en) | 2018-05-11 | 2018-05-11 | Native settlement treatment structure around a kind of basement |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208415272U true CN208415272U (en) | 2019-01-22 |
Family
ID=65114840
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820741607.9U Expired - Fee Related CN208415272U (en) | 2018-05-11 | 2018-05-11 | Native settlement treatment structure around a kind of basement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208415272U (en) |
-
2018
- 2018-05-11 CN CN201820741607.9U patent/CN208415272U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190122 |
|
CF01 | Termination of patent right due to non-payment of annual fee |