CN203066104U - H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same - Google Patents
H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same Download PDFInfo
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- CN203066104U CN203066104U CN 201320021992 CN201320021992U CN203066104U CN 203066104 U CN203066104 U CN 203066104U CN 201320021992 CN201320021992 CN 201320021992 CN 201320021992 U CN201320021992 U CN 201320021992U CN 203066104 U CN203066104 U CN 203066104U
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- 239000011456 concrete brick Substances 0.000 title 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract 2
- 230000010485 coping Effects 0.000 description 11
- 239000002689 soil Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000008485 antagonism Effects 0.000 description 1
- 238000009414 blockwork Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
本实用新型公开了一种H型素砼砌块，其整体呈长方体形，所述长方体形的横截面呈H形，且整体呈倾斜状。本实用新型还公开了一种主要由所述H型素砼砌块所砌成的挡土墙，所述挡土墙同时还包括压顶砌块与底部砌块。本实用新型改进了H型素砼砌块的截面形状，使其在砌成主墙体之后，上下嵌脚能更好地嵌合，防止滑动，提高了抗剪能力，并且由于具有倾斜的配合面，使墙体的倾斜度更加合理，能有效地分散受力。本实用新型结构简单，容易制作，成本低廉，生产快速，可广泛应用于岩土工程挡土墙以及水利工程的堤岸建设中。
The utility model discloses an H-shaped plain concrete block, which is in the shape of a cuboid as a whole. The cross section of the cuboid is H-shaped and the whole is inclined. The utility model also discloses a retaining wall mainly composed of the H-shaped plain concrete blocks, and the retaining wall also includes top blocks and bottom blocks. The utility model improves the cross-sectional shape of the H-shaped plain concrete block, so that after the main wall is built, the upper and lower inserts can better fit together, prevent sliding, and improve the shear resistance. The surface makes the inclination of the wall more reasonable and can effectively disperse the force. The utility model has the advantages of simple structure, easy manufacture, low cost and fast production, and can be widely used in the construction of retaining walls of geotechnical engineering and embankments of water conservancy engineering.
Description
Technical field
The utility model relates to a kind of body of wall, the H type building block that particularly relates to a kind of small-sized retaining wall and be used for being built into this kind body of wall.
Background technology
The supporting of the geotechnical engineering soil body and hydraulic engineering embankment protection extensively adopt the retaining wall technology.Existing gravity, weight formula and cantilever retaining wall often have that construction weight is big, and consumable material is many, the cost height, and body of wall is too fat to move, construction is inconvenient, to shortcomings such as bearing capacity of foundation soil and deformation requirements height.And the building of sheet pile formula, anchor rod type, reinforcement formula retaining wall also is not suitable for small-sized retaining wall.In fact, therefore not enough 2.5m of a large amount of wall high requests in ground and the hydraulic engineering, and do not have the rigidity requirement can adopt plain concrete to make building block fully, and by building block is stacked, and build retaining wall.Such as the plain concrete building block of an existing kind H type now, just the mode that can agree with by groove is built out body of wall.Yet the plain concrete blocks shape of existing H type complexity is concavo-convex more, is difficult for blanking, and building block own stack after each other antiskid moving and anti-shear ability is also not high.
The utility model content
The technical problems to be solved in the utility model is: provide a kind of H type plain concrete building block, the structure after it stacks has the moving and anti-shear ability of good antiskid.The utility model also will provide a kind of by the retaining wall that mainly is built into by the plain concrete building block of this kind H type in addition.
The solution that the utility model solves its technical problem is:
The plain concrete building block of a kind of H type, its integral body is cuboid, and the cross section of described cuboid is H shape, and the structure of the cross section of this H shape is: comprise
Upper left embedding pin, its integral body is towards left side;
Lower-left embedding pin, its one side outwardly is same plane inclined with the lateral surface of upper left embedding pin, one side inwardly then is perpendicular;
Upper right embedding pin, it is that a drift angle is the trapezoidal of obtuse angle;
Bottom right embedding pin, its integral body be towards left side, shape and upper left embedding pin center symmetry, and the lateral surface of bottom right embedding pin one side outwardly and upper right embedding pin is same plane inclined;
Tie-beam, it is horizontal gird, upper left embedding pin, lower-left embedding pin and upper right embedding pin, bottom right embedding pin are linked together, make to have the upper groove that a size cooperates with lower-left embedding pin between upper left embedding pin and the upper right embedding pin, also make between lower-left embedding pin and the bottom right embedding pin to have a big or small low groove that cooperates with upper right embedding pin.
As further improvement in the technical proposal, the plane that the upper surface of the plain concrete building block of described H type and lower surface are level, the diapire of described upper groove, the roof of low groove also are the plane of level.
In addition, a kind of small-sized ecological retaining wall, it comprises:
The main wall body, it is stacked up and down by the plain concrete building block of a plurality of described H types and forms, the lower-left embedding pin of the plain concrete building block of Last H type is embedded in the upper groove of the plain concrete building block of next H type, and the upper right embedding pin of the plain concrete building block of simultaneously described next H type also is embedded in the low groove of the plain concrete building block of a described last H type;
The bottom building block, its integral body is cuboid, and the bottom surface is smooth, and upper surface is provided with bottom building block groove and building block top, the bottom pin adjacent with this bottom building block groove, and the lower end of bottom building block and main wall body is chimeric;
Coping block, its integral body is cuboid, and end face is smooth, and soffit is provided with coping block footing and the coping block groove adjacent with this coping block footing, and the upper end of coping block and main wall body is chimeric.
As further improvement in the technical proposal, described main wall body has facing upward of 1:0.2.
As further improvement in the technical proposal, the below of bottom building block also is provided with hardcore bed and plain concrete bed course from bottom to up, and described plain concrete bed course integral body is cuboid, and the cross section is L shaped, and L shaped vertical section sidewall that props up the bottom building block do not allow its slip.
As further improvement in the technical proposal, in the main wall body, leave the draining space between the plain concrete building block of the H type that stacks up and down.
The beneficial effects of the utility model are: the utility model has improved the cross sectional shape of the plain concrete building block of H type, make it after being built into the main wall body, the embedding pin can be chimeric better up and down, anti-sliding stop, improved shear resistance, and owing to have the fitting face of inclination, make the gradient of body of wall more reasonable, can disperse stressed effectively.The utility model is simple in structure, makes easily, and is with low cost, produces fast, can be widely used in the embankment construction of geotechnical engineering retaining wall and hydraulic engineering.
Description of drawings
In order to be illustrated more clearly in the technical scheme among the utility model embodiment, the accompanying drawing of required use is done simple declaration in will describing embodiment below.Obviously, described accompanying drawing is a part of embodiment of the present utility model, rather than whole embodiment, and those skilled in the art can also obtain other design schemes and accompanying drawing according to these accompanying drawings under the prerequisite of not paying creative work.
Fig. 1 is the schematic cross-section of the plain concrete building block of H type of the present utility model;
Fig. 2 is the schematic cross-section of bottom of the present utility model building block;
Fig. 3 is the schematic cross-section of coping block of the present utility model;
Fig. 4 is the global sections schematic diagram of small-sized ecological retaining wall of the present utility model.
The specific embodiment
Be clearly and completely described below with reference to embodiment and the accompanying drawing technique effect to design of the present utility model, concrete structure and generation, to understand the purpose of this utility model, feature and effect fully.Obviously; described embodiment is a part of embodiment of the present utility model, rather than whole embodiment, based on embodiment of the present utility model; other embodiment that those skilled in the art obtains under the prerequisite of not paying creative work all belong to the scope that the utility model is protected.In addition, all connection/annexations of mentioning in the literary composition are not to refer to that singly member directly joins, and refer to and can connect auxiliary by adding or reducing according to concrete performance, form more excellent draw bail.
With reference to Fig. 1, the plain concrete building block of a kind of H type, its integral body is cuboid, and the cross section of described cuboid is H shape, and the structure of the cross section of this H shape is: comprise
Upper left embedding pin 1, its integral body is towards left side;
Lower-left embedding pin 2, its one side outwardly is same plane inclined with the lateral surface of upper left embedding pin 1, one side inwardly then is perpendicular;
Upper right embedding pin 3, it is that a drift angle is the trapezoidal of obtuse angle;
Bottom right embedding pin 4, its integral body be towards left side, shape and upper left embedding pin 1 center symmetry, and the lateral surface of bottom right embedding pin 4 one side outwardly and upper right embedding pin 3 is same plane inclined;
Tie-beam 5, it is horizontal gird, upper left embedding pin 1, lower-left embedding pin 2 and upper right embedding pin 3, bottom right embedding pin 4 are linked together, make to have the upper groove that a size cooperates with lower-left embedding pin 2 between upper left embedding pin 1 and the upper right embedding pin 3, also make between lower-left embedding pin 2 and the bottom right embedding pin 4 to have a big or small low groove that cooperates with upper right embedding pin 3.
Be further used as preferred embodiment, the plane that the upper surface of the plain concrete building block of described H type and lower surface are level, the diapire of described upper groove, the roof of low groove also are the plane of level.
Particularly, the plain concrete building block of H type is modular prefabricated, high 300mm, and thick 400mm, the wide 80mm of embedding pin, the dark 100mm of groove, the superior and the subordinate's blockhouse dislocation is placed; The upper level building block is moved back 40mm than next stage building block to the native rear flank of retaining, forms facing upward of 1:0.2.
In addition, with reference to Fig. 2～Fig. 4, a kind of small-sized ecological retaining wall, it comprises the plain concrete building block 10 of a plurality of described H types, and also comprises:
The main wall body, it is stacked up and down by the plain concrete building block 10 of a plurality of described H types and forms, the lower-left embedding pin 2 of the plain concrete building block of Last H type is embedded in the upper groove of the plain concrete building block of next H type, and the upper right embedding pin 3 of the plain concrete building block of simultaneously described next H type also is embedded in the low groove of the plain concrete building block of a described last H type;
Coping block 7, its integral body is cuboid, and end face is smooth, and soffit is provided with coping block footing 71 and the coping block groove 72 adjacent with this coping block footing 71, and coping block 7 is chimeric with the upper end of main wall body.
Be further used as preferred embodiment, described main wall body has facing upward of 1:0.2.
Be further used as preferred embodiment, the below of bottom building block 6 also is provided with hardcore bed 9 and plain concrete bed course 8 from bottom to up, and described plain concrete bed course 8 integral body are cuboid, and the cross section is L shaped, and L shaped vertical section sidewall that props up bottom building block 6 do not allow its slip.
Be further used as preferred embodiment, in the main wall body, leave the draining space between the plain concrete building block 10 of the H type that stacks up and down.
Be wherein a kind of making step of small-sized ecological retaining wall of the present utility model below:
Step 1: blockwork.By the plain concrete building block of the prefabricated H type of design size, the concrete strength of plain concrete can adopt C20～C30, adopts steel form prefabricated, and the template turnover recycles.
Step 2: excavating foundation trench.Behind the unwrapping wire, be excavated to the crest level of design hardcore bed 9 at the bottom of the foundation trench, width is pressed 1.20m control, and remaining 0.3m hardcore bed thickness foundation trench adopts the hand excavation, to reduce the disturbance to foundation soil.
Step 3: the backfill hardcore bed also shakes close.
Step 4: the plain concrete bed course 8 of a module and cast-in-situ.
Step 5: assemble piece.Bottom building block 6 is placed on the plain concrete bed course 8 reposefully, and facade before the building block (i.e. bottom building block left end) withstands plain concrete bed course step facade location.Stack the plain concrete building block 10 of chimeric H type from bottom to top successively, every fault position retreats, and forms facing upward of 1:0.2.
Step 5: backfill.Backfill macadam 200mm behind the barricade separates with geotextiles (350g/ ㎡) and backfill, and plain fill backfill, compaction in layers (degree of compaction is greater than 0.94) are adopted in backfill.
Step 6: the leveling of retaining wall end face and green grass.
This programme has following advantage:
1, takes full advantage of the shear resistance principle of the soil body self, particularly to the utilization of compacted backfill shallow-layer cohesion, saved heavy wall-retaining structure, namely saved investment.
2, building block is tiltedly " H " shape, form facing upward of 1:0.2, the moving safety factor of antiskid has been improved 0.15 again, in addition the enhancing of toe rubble and plain concrete bed course antagonism slip and anti-shear ability, further improved safety factor again, ensured that the moving safety factor of retaining wall antiskid satisfies code requirement.
3, be different from other building blocks or panel reinforced earth retaining wall, this programme is orientated small-sized retaining wall as at the body of wall characteristic, and reinforcement materials such as geo-grid need be set, and therefore, excavation and backfill width reduce significantly.
4, the deadweight of this programme retaining wall is about 1/2～1/3 of close height stone masonry retaining wall, barricade is light, low to the ground requirement for bearing capacity, characteristic value of foundation bearing capacity can meet the demands greater than 80kPa, except mud, muddy soft soil layer, general soil layer does not need specially treated to meet the demands, and has further saved investment.
5, this programme retaining wall utilizes geotextiles, rubble and blockhouse slit, forms complete smooth suitable drainage system, has effectively reduced water pressure behind the wall, does not need to arrange separately spilled water hole again.
6, the surface area of the plain concrete building block of H type retaining wall is big, the surface area of single standard block is 0.67 ㎡, is example with the high retaining wall of 2.5m, and surface area reaches 20.9 ㎡/linear meter(lin.m.), its area is 4 times of traditional retaining wall, for microorganism and small-sized animals and plants provide the habitat.
7, block wall is removed or during displacement, building block is reusable.
8, the prefabricated plain concrete building block of H type is for porous ecological brick material, shape succinctly, easily prefabricated, block is fine and close, intensity is high, good endurance.
9, block wall elevation appearance lines are clean and tidy, and are uneven, assemble like the rectangular slab of stone and long brick to form.
When 10, the building block retaining wall is used for water shore protection space, shore, is beneficial to persons falling in water and saves oneself.
More than preferred embodiments of the present utility model is specified, but the invention is not limited to described embodiment, those of ordinary skill in the art also can make all equivalent modifications or replacement under the prerequisite of the utility model spirit, the modification that these are equal to or replacement all are included in the application's claim institute restricted portion.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320021992 CN203066104U (en) | 2013-01-15 | 2013-01-15 | H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201320021992 CN203066104U (en) | 2013-01-15 | 2013-01-15 | H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same |
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| CN203066104U true CN203066104U (en) | 2013-07-17 |
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| CN 201320021992 Expired - Lifetime CN203066104U (en) | 2013-01-15 | 2013-01-15 | H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711144A (en) * | 2013-10-25 | 2014-04-09 | 河海大学 | Alkali-resistant greening variable-inclination-angle type mutually-embedded retaining wall block and construction method for mutually-embedded retaining wall |
| CN106436726A (en) * | 2016-12-15 | 2017-02-22 | 福州幻科机电科技有限公司 | Foundation block for ecological slope protection retaining wall concrete block |
| CN106498978A (en) * | 2016-12-15 | 2017-03-15 | 福州幻科机电科技有限公司 | A kind of coping block of ecological revetment barricade concrete segment |
| CN106498979A (en) * | 2016-12-15 | 2017-03-15 | 福州幻科机电科技有限公司 | A kind of ecological revetment barricade concrete segment |
| CN107250460A (en) * | 2015-02-21 | 2017-10-13 | 拉金得拉·维斯尔·莱卡特 | Precast block retaining wall method for preventing landslide |
| CN109457725A (en) * | 2018-12-20 | 2019-03-12 | 西安航空学院 | A kind of H-type concrete slab assembled ecology retaining wall |
-
2013
- 2013-01-15 CN CN 201320021992 patent/CN203066104U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711144A (en) * | 2013-10-25 | 2014-04-09 | 河海大学 | Alkali-resistant greening variable-inclination-angle type mutually-embedded retaining wall block and construction method for mutually-embedded retaining wall |
| CN103711144B (en) * | 2013-10-25 | 2017-02-01 | 河海大学 | Alkali-resistant greening variable-inclination-angle type mutually-embedded retaining wall block and construction method for mutually-embedded retaining wall |
| CN107250460A (en) * | 2015-02-21 | 2017-10-13 | 拉金得拉·维斯尔·莱卡特 | Precast block retaining wall method for preventing landslide |
| CN107250460B (en) * | 2015-02-21 | 2021-01-29 | 拉金得拉·维斯尔·莱卡特 | Precast block retaining wall method for preventing landslide |
| CN106436726A (en) * | 2016-12-15 | 2017-02-22 | 福州幻科机电科技有限公司 | Foundation block for ecological slope protection retaining wall concrete block |
| CN106498978A (en) * | 2016-12-15 | 2017-03-15 | 福州幻科机电科技有限公司 | A kind of coping block of ecological revetment barricade concrete segment |
| CN106498979A (en) * | 2016-12-15 | 2017-03-15 | 福州幻科机电科技有限公司 | A kind of ecological revetment barricade concrete segment |
| CN109457725A (en) * | 2018-12-20 | 2019-03-12 | 西安航空学院 | A kind of H-type concrete slab assembled ecology retaining wall |
| CN109457725B (en) * | 2018-12-20 | 2023-10-24 | 西安航空学院 | H-shaped concrete plate assembled ecological retaining wall |
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Address after: 510060, No. 348, East Ring Road, Yuexiu District, Guangdong, Guangzhou Patentee after: GUANGZHOU MUNICIPAL ENGINEERING DESIGN & Research Institute Address before: 510060, No. 348, East Ring Road, Yuexiu District, Guangdong, Guangzhou Patentee before: GUANGZHOU MUNICIPAL ENG DESIGN & Research Institute |
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| CP03 | Change of name, title or address |
Address after: 510060 East seat, No. 348 East Ring Road, Guangzhou, Guangdong, Yuexiu District Patentee after: GUANGZHOU MUNICIPAL ENGINEERING DESIGN & RESEARCH INSTITUTE Co.,Ltd. Address before: 510060, No. 348, East Ring Road, Yuexiu District, Guangdong, Guangzhou Patentee before: GUANGZHOU MUNICIPAL ENGINEERING DESIGN & Research Institute |
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Granted publication date: 20130717 |
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