CN109826228A - Assembled rubble fills retaining wall - Google Patents
Assembled rubble fills retaining wall Download PDFInfo
- Publication number
- CN109826228A CN109826228A CN201910193121.5A CN201910193121A CN109826228A CN 109826228 A CN109826228 A CN 109826228A CN 201910193121 A CN201910193121 A CN 201910193121A CN 109826228 A CN109826228 A CN 109826228A
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- CN
- China
- Prior art keywords
- wall
- retaining wall
- prefabricated foundation
- foundation pedestal
- rubble
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 239000004567 concrete Substances 0.000 claims abstract description 20
- 239000002689 soil Substances 0.000 claims abstract description 11
- 238000009434 installation Methods 0.000 claims abstract description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 45
- 239000000463 material Substances 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 239000007787 solid Substances 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 abstract 3
- 239000010959 steel Substances 0.000 abstract 3
- 239000011150 reinforced concrete Substances 0.000 abstract 2
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 239000002245 particle Substances 0.000 abstract 1
- 239000004576 sand Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000004575 stone Substances 0.000 description 3
- 230000005484 gravity Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
A kind of assembled rubble of the present invention fills retaining wall, belongs to urban operating mechanism technical field.Concrete walls angular fixed part is fixed on the oblique wall of prefabricated steel reinforced concrete and sole plate junction by high-strength bolt, integrally enhances stability for structure；It is designed with trap drainage layer between metalling and sole plate, between the soil body and the vertical wall of prefabricated steel reinforced concrete, moisture can be effectively filtered out, blocks solid particle, guarantees that draining is unobstructed.Pre-manufactured steel mixes sole plate and is equipped with cylindrical reserved stake holes, and friction pile squeezes into the soil body by reserved stake holes, effectively prevents soil pressure from causing lateral displacement to retaining wall, guarantee the stability of retaining wall.Wall body structure fills up after being installed from the rubble coarse sand etc. suitable for reading that pours into, and integral strength reaches the earth-retaining effect and stability of retaining wall enough, and higher integral strength for the retaining wall, stability is high, and simple structure is easy for installation, and draining is convenient, can save lot of materials.
Description
Technical field
Different from the armored concrete counterfort wall of integral cast-in-situ, Retaining Wall panel is due to using batch production
The mode that standard is prefabricated, in-site installation is constructed makes Retaining Wall have the advantages that its is unique, i.e., the shorter assembly duration,
And prefabricated construction quality is easy to control.In the construction that especially road grade bridge leads the way the duration in large- and-medium size cities, road shoulder retaining wall
Construction is due to by short time limit.With the limitation of Adjacent Buildings, just make it that must construct using Retaining Wall.In addition,
For those foundation conditions difference and lack building stones areas, due to its require wall it is light and small, take up an area less and foundation bearing capacity it is low,
It therefore is its optimal selection using Retaining Wall.
Retaining Wall, due to that engineering can be made to shorten the construction period, construction is to periphery social environment and ecological ring
The negative influence that border generates is smaller, thus just can be alleviated the traffic pressure of urban road construction, so, just right
There is important facilitation in construction low-carbon conservation-minded society.
Traditional gravity type retaining wall and the self weight of vertical type retaining wall are relatively large, and transport is inconvenient, and when construction is unfavorable for constructing,
It is inevitably time-consuming and laborious in construction personnel's work progress, surrounding enviroment are even destroyed sometimes.Since gravity retaining wall is tieed up by self weight
Balance and stability is held, therefore, volume, weight are all big, and the limitation for suffering from bearing capacity is built on soft foundation.If wall is too
Height, its consuming material is more, also uneconomical.
Summary of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of assembled rubble filling retaining wall, predominantly
A kind of good integrity, simple structure, easy to connect, safe and reliable Retaining Wall are developed, can efficiently solve and apply
Work difficulty problem saves material, additionally it is possible to effective solution constructional difficulties, the problems such as stability is not high.
The technical solution adopted by the invention is as follows:
A kind of assembled rubble filling retaining wall, including prefabricated foundation pedestal, vertical wall, oblique wall, concrete walls lid, wall
Angular fixed part, reserved stake holes, rectangular recess, parallelogram groove, drainage hole, gutter channel, header tank, drained friction pile
Filtering layer, high-strength bolt, prepared screw-bolt hole, rubble filled layer；
The rectangular recess, parallelogram groove are located on prefabricated foundation pedestal, rectangular recess, parallelogram groove it
Between arrange drainage hole, gutter channel is set under drainage hole；
The vertical wall, oblique wall respectively correspond rectangular recess on prefabricated foundation pedestal, parallelogram groove and insert
Enter installation；At the top of oblique wall and concrete walls lid, the top put in horizontal direction is respectively provided with prepared screw-bolt hole, vertical
Drainage hole is arranged in the soil body side of wall；
Concrete walls lid be it is T-shaped, concrete walls cover the two rows of prepared screw-bolt holes of setting and respectively correspond vertical wall, oblique wall
After the prepared screw-bolt hole of upper arrangement and installation in correspondence with each other, in order to the insertion of high-strength bolt；
Header tank setting is arranged above header tank in prefabricated foundation pedestal side, corner fixing piece；On prefabricated foundation pedestal,
Close to the position of corner fixing piece, prepared screw-bolt hole is set；
Reserved prepared screw-bolt hole is set on the fixing piece of corner, it is corresponding with the prepared screw-bolt hole on prefabricated foundation pedestal, pass through
It is connected firmly by high-strength bolt with prefabricated foundation pedestal, plays the role of stabilization and reinforcement；In the prefabricated foundation pedestal other side, setting
Reserved stake holes, friction pile are driven into reserved stake holes；
Above drainage hole on the prefabricated foundation pedestal and outside of the drainage hole of vertical wall and soil body contact portion are equipped with draining
Filter layer；
Rubble is arranged in the hollow area that prefabricated foundation pedestal, vertical wall, oblique wall, concrete walls lid surround to fill
Layer.Its medium stone filled layer has water penetration, and trap drainage layer can effectively filter moisture, reaches drainage effect.Water is through overcurrent
Sink is discharged into header tank, reaches soil body drainage；
Further, the sectional dimension radius of the friction pile is the circle of 300mm, and size is identical as reserved stake holes so as to even
It connects.
Further, the drainage hole lateral longitudinal 3 column equidistant placements of 3 rows on vertical wall, reserve drainage hole
Diameter is 20mm.
Further, the drainage hole lateral longitudinal 2 column equidistant placements of 3 rows on prefabricated foundation pedestal, reserve draining
The diameter in hole is 20mm.
Further, the rectangular recess on prefabricated foundation pedestal, parallelogram groove can respectively with vertical wall, oblique
Wall is corresponding and size is identical；It is installed prefabricated foundation pedestal, vertical wall, oblique wall and concrete walls lid and corner is solid
Determining part can also complete to install, and connect entire retaining wall by high-strength bolt and complete.
Beneficial effects of the present invention:
The advantages of the present invention are a kind of assembled rubble filling retaining wall, simple structure, easy to connect, globality
Good, safe and reliable, draining conveniently, can be effectively solved material, and constructional difficulties, stable qualitative not high and draining difficulty etc. are asked
Topic, substantially increases construction efficiency.
Detailed description of the invention
Fig. 1 is that assembled rubble fills retaining wall overall diagram.
Fig. 2 is that assembled rubble fills each component structural map of retaining wall.
Fig. 3 is that assembled rubble fills retaining wall right side view.
Fig. 4 is that assembled rubble fills 1 top view of retaining wall prefabricated foundation pedestal.
Fig. 5 is that assembled rubble fills 4 top view of retaining wall concrete floor system.
Fig. 6 is that assembled rubble fills 5 top view of retaining walls angular fixed part.
In figure: 1 be basic pedestal, 2 be vertical wall, 3 be oblique wall, 4 be concrete walls lid, 5 be corner fixing piece,
6 it is friction pile, 7 be reserved stake holes, 8 be rectangular recess, 9 be parallelogram groove, 10 be drainage hole, 11 is gutter channel, 12
It is trap drainage layer for header tank, 13,14 is high-strength bolt, 15 is prepared screw-bolt hole, 16 is rubble filled layer.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment 1:
As shown in Fig. 1-6, a kind of assembled rubble of the present invention fills retaining wall, including prefabricated foundation pedestal 1, vertical wall 2,
Oblique wall 3, concrete walls lid 4, corner fixing piece 5, friction pile 6, reserved stake holes 7, rectangular recess 8, parallelogram groove
9, drainage hole 10, gutter channel 11, header tank 12, trap drainage layer 13, high-strength bolt 14, prepared screw-bolt hole 15, rubble filled layer
16；
The rectangular recess 8, parallelogram groove 9 are located on prefabricated foundation pedestal 1, recessed in rectangular recess 8, parallelogram
Drainage hole 10 is arranged between slot 9, drainage hole 10 is lower to be arranged gutter channel 11；
The vertical wall 2, oblique wall 3 respectively correspond rectangular recess 8 on prefabricated foundation pedestal 1, parallelogram groove 9
And it is inserted into installation；At the top of oblique wall 3 and concrete walls lid 4, the top put in horizontal direction is respectively provided with prepared screw-bolt hole
15, drainage hole 10 is arranged in the soil body side of vertical wall 2；
Concrete walls lid 4 be it is T-shaped, two rows of prepared screw-bolt holes 15 are set on concrete walls lid 4 and respectively correspond vertical wall 2, tiltedly
After the prepared screw-bolt hole 15 arranged on wall 3 and installation in correspondence with each other, in order to the insertion of high-strength bolt 14；
The setting of header tank 12 is arranged above header tank 12 in 1 side of prefabricated foundation pedestal, corner fixing piece 5；In prefabricated foundation
On pedestal 1, prepared screw-bolt hole 15 is set close to the position of corner fixing piece 5；
Reserved prepared screw-bolt hole 15 is set on corner fixing piece 5, it is opposite with the prepared screw-bolt hole 15 on prefabricated foundation pedestal 1
It answers, it is connected firmly with prefabricated foundation pedestal 1 by high-strength bolt 14, plays the role of stabilization and reinforcement；In prefabricated foundation pedestal 1
The other side, is arranged reserved stake holes 7, and friction pile 6 is driven into reserved stake holes 7；The sectional dimension radius of the friction pile 6 is
The circle of 300mm, size are identical as reserved stake holes 7 to connect.
The outside of the drainage hole 10 of 10 top of drainage hole and vertical wall 2 on prefabricated foundation pedestal 1 and soil body contact portion
It is arranged with trap drainage layer 13；
Rubble is arranged in the hollow area that prefabricated foundation pedestal 1, vertical wall 2, oblique wall 3, concrete walls lid 4 surround to fill out
Fill layer 16.Its medium stone filled layer 16 has water penetration, and trap drainage layer 13 can effectively filter moisture, reaches drainage effect.
Water is discharged into header tank 12 by gutter channel 11, reaches soil body drainage；
Laterally the longitudinal 3 column equidistant placements of 3 rows, the diameter of reserved drainage hole 10 are the drainage hole 10 on vertical wall 2
20mm；The drainage hole 10 lateral longitudinal 2 column equidistant placements of 3 rows on prefabricated foundation pedestal 1, reserve the diameter of drainage hole 10
For 20mm.
Rectangular recess 8, parallelogram groove 9 on prefabricated foundation pedestal 1 can respectively with vertical wall 2, oblique wall 3
Corresponding and size is identical；It is installed prefabricated foundation pedestal 1, vertical wall 2, oblique wall 3 and concrete walls lid 4 and corner is solid
Determining part 5 can also complete to install, and connect entire retaining wall by high-strength bolt 14 and complete.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (5)
1. a kind of assembled rubble fills retaining wall, including it is prefabricated foundation pedestal (1), vertical wall (2), oblique wall (3), mixed
Solidifying cob wall lid (4), corner fixing piece (5), friction pile (6), reserved stake holes (7), rectangular recess (8), parallelogram groove
(9), drainage hole (10), gutter channel (11), header tank (12), trap drainage layer (13), high-strength bolt (14), prepared screw-bolt hole
(15), rubble filled layer (16)；It is characterized by:
The rectangular recess (8), parallelogram groove (9) are located on prefabricated foundation pedestal (1), in rectangular recess (8), in parallel
Drainage hole (10) are arranged between quadrangle groove (9), and gutter channel (11) are set under drainage hole (10)；
The vertical wall (2), oblique wall (3) respectively correspond rectangular recess (8) on prefabricated foundation pedestal (1), parallel four
Side connected in star (9) is simultaneously inserted into installation；At the top of oblique wall (3) and concrete walls lid (4), the top put in horizontal direction is equal
It is arranged prepared screw-bolt hole (15), arranges drainage hole (10) in the soil body side of vertical wall (2)；
Concrete walls lid (4) be it is T-shaped, two rows of prepared screw-bolt holes (15) are set on concrete walls lid (4) and respectively correspond vertical wall
After the prepared screw-bolt hole (15) arranged on body (2), oblique wall (3) and installation in correspondence with each other；
Header tank (12) setting is in prefabricated foundation pedestal (1) side, and corner fixing piece (5) setting is above header tank (12)；?
On prefabricated foundation pedestal (1), prepared screw-bolt hole (15) are arranged in the position close to corner fixing piece (5)；
It is arranged on corner fixing piece (5) reserved prepared screw-bolt hole (15), with the prepared screw-bolt hole on prefabricated foundation pedestal (1)
(15) corresponding, it is connected firmly with prefabricated foundation pedestal (1) by high-strength bolt (14)；It is another in prefabricated foundation pedestal (1)
Side, is arranged reserved stake holes (7), and friction pile (6) is driven into reserved stake holes (7)；
Above drainage hole (10) on prefabricated foundation pedestal (1) and the outside of the drainage hole (10) of vertical wall (2) connects with the soil body
Contact portion is arranged with trap drainage layer (13)；
It is set in the hollow area that prefabricated foundation pedestal (1), vertical wall (2), oblique wall (3), concrete walls lid (4) surround
Set rubble filled layer (16).
2. assembled rubble according to claim 1 fills retaining wall, it is characterised in that: the friction pile (6) is cut
Face size radius is the circle of 300mm, and size is identical as reserved stake holes (7) to connect.
3. assembled rubble according to claim 1 fills retaining wall, it is characterised in that: the drainage hole (10) is perpendicular
Laterally the longitudinal 3 column equidistant placements of 3 rows, the diameter of reserved drainage hole (10) are 20mm on stalk body (2).
4. assembled rubble according to claim 1 fills retaining wall, it is characterised in that: the drainage hole (10) is pre-
Laterally the longitudinal 2 column equidistant placements of 3 rows, the diameter of reserved drainage hole (10) are 20mm on sole plate (1) processed.
5. assembled rubble according to claim 1 fills retaining wall, it is characterised in that: on prefabricated foundation pedestal (1)
Rectangular recess (8), parallelogram groove (9) can correspond to respectively with vertical wall (2), oblique wall (3) and size is identical；It is logical
It crosses high-strength bolt (14) and entire retaining wall is connected into completion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910193121.5A CN109826228B (en) | 2019-03-14 | 2019-03-14 | Assembled rubble filling retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910193121.5A CN109826228B (en) | 2019-03-14 | 2019-03-14 | Assembled rubble filling retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109826228A true CN109826228A (en) | 2019-05-31 |
| CN109826228B CN109826228B (en) | 2024-08-20 |
Family
ID=66869245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910193121.5A Active CN109826228B (en) | 2019-03-14 | 2019-03-14 | Assembled rubble filling retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109826228B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565683A (en) * | 2019-07-24 | 2019-12-13 | 合肥工业大学 | Prefabricated assembled cabin format composite construction retaining wall system |
| CN111794271A (en) * | 2020-08-14 | 2020-10-20 | 沈阳促晋科技有限公司 | Prefabricated plate type retaining wall |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101787708A (en) * | 2010-02-10 | 2010-07-28 | 黄靓 | Integrally-assembled cantilever-type retaining wall and construction method thereof |
| CN105544598A (en) * | 2015-12-10 | 2016-05-04 | 过杰 | Assembly concrete tubular block ecological retaining wall |
| CN205894098U (en) * | 2016-08-05 | 2017-01-18 | 山东交通学院 | Ecology permeate water regeneration aggregate concrete gravity retaining wall |
| CN208105305U (en) * | 2018-04-10 | 2018-11-16 | 中铁第六勘察设计院集团有限公司 | A kind of assembled steel reinforced concrete buttress formula retaining wall structure |
| US20180345535A1 (en) * | 2015-12-04 | 2018-12-06 | Gabriele MONACHINO | Formwork for providing a concrete foundation element, in particular a plinth with exposed horizontal reinforcing bars, plinth provided with such formwork, and structure comprising such plinth |
| CN208280161U (en) * | 2018-05-25 | 2018-12-25 | 武汉大学 | The compound retaining wall structure of antifouling type reinforcement pervious concrete |
| CN209975556U (en) * | 2019-03-14 | 2020-01-21 | 沈阳建筑大学 | Assembled rubble filling retaining wall |
-
2019
- 2019-03-14 CN CN201910193121.5A patent/CN109826228B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101787708A (en) * | 2010-02-10 | 2010-07-28 | 黄靓 | Integrally-assembled cantilever-type retaining wall and construction method thereof |
| US20180345535A1 (en) * | 2015-12-04 | 2018-12-06 | Gabriele MONACHINO | Formwork for providing a concrete foundation element, in particular a plinth with exposed horizontal reinforcing bars, plinth provided with such formwork, and structure comprising such plinth |
| CN105544598A (en) * | 2015-12-10 | 2016-05-04 | 过杰 | Assembly concrete tubular block ecological retaining wall |
| CN205894098U (en) * | 2016-08-05 | 2017-01-18 | 山东交通学院 | Ecology permeate water regeneration aggregate concrete gravity retaining wall |
| CN208105305U (en) * | 2018-04-10 | 2018-11-16 | 中铁第六勘察设计院集团有限公司 | A kind of assembled steel reinforced concrete buttress formula retaining wall structure |
| CN208280161U (en) * | 2018-05-25 | 2018-12-25 | 武汉大学 | The compound retaining wall structure of antifouling type reinforcement pervious concrete |
| CN209975556U (en) * | 2019-03-14 | 2020-01-21 | 沈阳建筑大学 | Assembled rubble filling retaining wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565683A (en) * | 2019-07-24 | 2019-12-13 | 合肥工业大学 | Prefabricated assembled cabin format composite construction retaining wall system |
| CN111794271A (en) * | 2020-08-14 | 2020-10-20 | 沈阳促晋科技有限公司 | Prefabricated plate type retaining wall |
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| Publication number | Publication date |
|---|---|
| CN109826228B (en) | 2024-08-20 |
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