CN203924106U - A kind of reinforced soil retaining wall is used from embedded dust block - Google Patents
A kind of reinforced soil retaining wall is used from embedded dust block Download PDFInfo
- Publication number
- CN203924106U CN203924106U CN201320849877.9U CN201320849877U CN203924106U CN 203924106 U CN203924106 U CN 203924106U CN 201320849877 U CN201320849877 U CN 201320849877U CN 203924106 U CN203924106 U CN 203924106U
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- dust block
- sides
- block body
- outer end
- respectively equipped
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- Expired - Lifetime
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- 239000000428 dust Substances 0.000 title claims abstract description 43
- 239000002689 soil Substances 0.000 title claims abstract description 14
- 238000004873 anchoring Methods 0.000 claims abstract description 6
- 230000010412 perfusion Effects 0.000 claims abstract description 4
- 239000002994 raw material Substances 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 abstract description 6
- 239000011449 brick Substances 0.000 abstract description 3
- 239000004570 mortar (masonry) Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 241000238586 Cirripedia Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model relates to a kind of reinforced soil retaining wall and uses from embedded dust block, comprise the dust block body forming by mixing the die perfusion of earth raw material by definite shape, dust block body is provided with upper surface and the soffit paralleling, dust block body is provided with the inner and outer end, outer end width is larger than inner width, inner both sides are symmetrical about axis, both sides, outer end are symmetrical about axis, inner both sides are respectively equipped with inner protuberance, both sides, outer end are respectively equipped with outer end protuberance, inner face and outer face parallel, outer face be provided be arranged in parallel and spacing is consistent many perpendicular protruding stupefied, dust block body is provided with square through hole near inner middle part, the dust block body outer face of keeping to the side is provided with rectangular through holes, strip through hole is respectively equipped with anchoring rods aperture near the both sides of square through hole.During construction, dust block direct code gets on from level to level, without building by laying bricks or stones and crab-bolt with mortar; Simple and fast is installed, body of wall is neat, cost is low, the garden landscape effect that reaches handsome in appearance.
Description
Technical field
The utility model relates to building materials field, and specifically a kind of reinforced soil retaining wall is used from embedded dust block.
Background technology
The original gear soil of common reinforced soil retaining wall adopts prefabricated panel type structure, the reinforced soil retaining wall mounting process of this structure is comparatively complicated, panel needs pre-buried draw ring, steel plate crab-bolt etc. to be connected with lacing wire, these metals also need to do antirust processing, cost of production is high, location difficulty and inaccurate when reinforced soil retaining wall heap is built, and panel is difficult for processing at corner and circular arc place, on panel, can not carry out ecologic planting, not become garden landscape engineering effect.
Summary of the invention
The purpose of this utility model is the problem and shortage for above-mentioned existence, provides a kind of simple and fast is installed, body of wall is neat, cost is low, the reinforced soil retaining wall that reaches garden landscape effect handsome in appearance is used from embedded dust block.
Technical solutions of the utility model are achieved in that a kind of reinforced soil retaining wall uses from embedded dust block, comprise the dust block body forming by mixing the die perfusion of earth raw material by definite shape, described dust block body is provided with upper surface and the soffit paralleling, dust block body is provided with the inner and outer end, outer end width is larger than inner width, inner both sides are symmetrical about axis, both sides, outer end are symmetrical about axis, inner both sides are respectively equipped with inner protuberance, both sides, outer end are respectively equipped with outer end protuberance, inner face and outer face parallel, outer face be provided be arranged in parallel and spacing is consistent many perpendicular protruding stupefied, described dust block body is provided with square through hole near inner middle part, the dust block body outer face of keeping to the side is provided with rectangular through holes, strip through hole is respectively equipped with two anchoring rods apertures near the both sides of square through hole.
Further, the gauge scope of described dust block body is 50mm-300 mm, and length dimension scope is 30mm-600 mm, and width dimensions scope is 30mm-600 mm.
Compare with conventional reinforced soil retaining wall panel, the utlity model has following advantage:
One, the utility model is installed and simply, only to be needed drystone to pile up can to form retaining wall panel, not need technical staff, not prop up and draw, adopt dry construction.
Two, flexible structure is low to ground requirement for bearing capacity, better to foundation deformation compliance.Have certain
Flexibility, freedom from vibration is powerful;
Three, with traditional retaining wall comparison, integrated cost is low.Compare with reinforced concrete retaining wall, can reduce half left and right of cost; With the comparison of barnacle gravity retaining wall, also can save more than 20%, it has good economic benefit.
Four, can make in advance, use at the scene machinery (or artificial) placement in layers.This assembly construction method is easy, quick, and saves labour and shortened for 50% duration.
Five, various informative, the garden landscape effect that reaches handsome in appearance.Save and take up an area, handsome in appearance.Because shingle nail can vertically be built by laying bricks or stones, can reduce in a large number occupation of land.The overall laying of retaining wall and the form pattern of shingle nail can and need to design according to surrounding environment feature.
The utility model makes reinforced earth retaining wall have more vitality and feeling of freshness from embedded dust block, is melted into better the harmonious comfortable human settlement of formation in surrounding buildings.When embedded dust block is constructed, dust block direct code gets on from level to level, without building by laying bricks or stones and crab-bolt with mortar; The trailing edge structure of dust block uniqueness guarantees that every position is accurate, and whole body of wall is neat; Block size, shape are same, need only the upper and lower fissure of displacement while putting, and need not pay special attention to the putting position of block.To basis require lowly, foundation excavation amount is generally few and need not process especially than the barricade of other patterns.Can be widely used in the reinforced earth retaining wall engineerings such as highway, railway, building, water conservancy, colliery.
Below in conjunction with accompanying drawing, the utility model is further described.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
The specific embodiment
As shown in Figure 1, the utility model is that a kind of reinforced soil retaining wall is used from embedded dust block, its structure comprises the dust block body 1 forming by mixing the die perfusion of earth raw material by definite shape, dust block body 1 is provided with upper surface and the soffit paralleling, dust block body 1 is provided with the inner and outer end, outer end width is larger than inner width, inner both sides are symmetrical about axis, both sides, outer end are symmetrical about axis, inner both sides are respectively equipped with inner protuberance 11, both sides, outer end are respectively equipped with outer end protuberance 12, inner face and outer face parallel, outer face be provided be arranged in parallel and spacing is consistent many perpendicular protruding stupefied 13, described dust block body 1 is provided with square through hole 14 near inner middle part, dust block body 1 outer face of keeping to the side is provided with rectangular through holes 15, strip through hole 15 is respectively equipped with anchoring rods aperture 16 near the both sides of square through hole 14, 17.Dust block body 1 gauge scope is 50mm-300 mm, and length dimension scope is 30mm-600 mm, and width dimensions scope is 30mm-600 mm.The utility model preferred embodiment dust block body 1 gauge is 160mm, and length dimension is 315 mm, and width dimensions is 400mm.
The utility model using method:
1. land clearing and measure unwrapping wire;
2. dust block foundation construction reaches design bearing capacity requirement, can masonry panel building block;
3. body of wall unwrapping wire, furnishes first floor from abaculus.First floor can start first floor fill construction and compacting after abaculus installation;
4. lay first floor muscle band, on muscle band, lay geotextiles;
5. backfill compaction: geotextiles parcel backfill, and in the wall back of the body 30cm backfill drainage aggregate layer identical with first floor height;
6. inserting anchoring rods is placed on second layer dust block on first floor dust block, utilize the reserved aperture of dust block accurately to locate with anchoring rods and upper and lower dust block, make it to reach design dislocation to the native side of gear and reach levels dust block with geotechnological barrier fixes mutually, forming integral body;
7. continue bottom-up mounting block soil block;
8. the construction of bearing down on one.
Above-described embodiment is preferably embodiment of the utility model; but embodiment of the present utility model is not restricted to the described embodiments; other any do not deviate from change, the modification done under Spirit Essence of the present utility model and principle, substitutes, combination, simplify; all should be equivalent substitute mode, within being included in protection domain of the present utility model.
Claims (1)
1. a reinforced soil retaining wall is used from embedded dust block, comprise the dust block body (1) forming by mixing the die perfusion of earth raw material by definite shape, it is characterized in that: described dust block body (1) is provided with upper surface and the soffit paralleling, dust block body (1) is provided with the inner and outer end, outer end width is larger than inner width, inner both sides are symmetrical about axis, both sides, outer end are symmetrical about axis, inner both sides are respectively equipped with inner protuberance (11), both sides, outer end are respectively equipped with outer end protuberance (12), inner face and outer face parallel, outer face is provided with and is arranged in parallel and spacing is consistent many perpendicular protruding stupefied (13), described dust block body (1) is provided with square through hole (14) near inner middle part, dust block body (1) outer face of keeping to the side is provided with rectangular through holes (15), strip through hole (15) is respectively equipped with two anchoring rods apertures (16 near the both sides of square through hole (14), 17), the gauge scope of described dust block body (1) is 50mm-300 mm, and length dimension scope is 30mm-600 mm, and width dimensions scope is 30mm-600 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320849877.9U CN203924106U (en) | 2013-12-23 | 2013-12-23 | A kind of reinforced soil retaining wall is used from embedded dust block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320849877.9U CN203924106U (en) | 2013-12-23 | 2013-12-23 | A kind of reinforced soil retaining wall is used from embedded dust block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203924106U true CN203924106U (en) | 2014-11-05 |
Family
ID=51819960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320849877.9U Expired - Lifetime CN203924106U (en) | 2013-12-23 | 2013-12-23 | A kind of reinforced soil retaining wall is used from embedded dust block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203924106U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714847A (en) * | 2016-02-03 | 2016-06-29 | 宜昌泰格斯通新型工程材料有限公司 | Reinforced retaining wall concrete module and combination method thereof |
| CN106245659A (en) * | 2016-08-26 | 2016-12-21 | 陕西建工机械施工集团有限公司 | From embedded block reinforced structure tall earth fill means of defence |
-
2013
- 2013-12-23 CN CN201320849877.9U patent/CN203924106U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714847A (en) * | 2016-02-03 | 2016-06-29 | 宜昌泰格斯通新型工程材料有限公司 | Reinforced retaining wall concrete module and combination method thereof |
| CN106245659A (en) * | 2016-08-26 | 2016-12-21 | 陕西建工机械施工集团有限公司 | From embedded block reinforced structure tall earth fill means of defence |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141105 |
|
| CX01 | Expiry of patent term |