CN202850047U - Landscape soil block and drily building and masonry retaining wall used with soil block - Google Patents
Landscape soil block and drily building and masonry retaining wall used with soil block Download PDFInfo
- Publication number
- CN202850047U CN202850047U CN 201220267235 CN201220267235U CN202850047U CN 202850047 U CN202850047 U CN 202850047U CN 201220267235 CN201220267235 CN 201220267235 CN 201220267235 U CN201220267235 U CN 201220267235U CN 202850047 U CN202850047 U CN 202850047U
- Authority
- CN
- China
- Prior art keywords
- block
- retaining wall
- drily
- soil block
- building
- 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.)
- Expired - Lifetime
Links
- 239000002689 soil Substances 0.000 title abstract description 13
- 239000000428 dust Substances 0.000 claims description 32
- 238000004873 anchoring Methods 0.000 claims description 12
- 239000004575 stone Substances 0.000 claims description 8
- 239000011449 brick Substances 0.000 claims description 6
- 210000003734 kidney Anatomy 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 22
- 230000002787 reinforcement Effects 0.000 abstract description 17
- 230000000694 effects Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Abstract
The utility model relates to a landscape soil block and a drily building and masonry retaining wall used with a soli block. The landscape soil block and a drily building and masonry retaining wall used with a soil block is used for an engineering field. The landscape soil block and a drily building and masonry retaining wall used with a soil block comprises a block body. The block body comprises a subface which contacts with a ground, a top surface which is opposite to the subface, two lateral sides, a front side and a back side. A large hole is arranged in the central of the block body. The top surface is thoroughly communicated with the subface through the large hole. A symmetric line of the two lateral sides is a centre line. The landscape soil block and a drily building and masonry retaining wall used with a soil block solves the problem which the most of the block body can be in a single angle after drily built to a retaining wall, wherein the single angle is either upright or certainly sloped and the angle can't be adjusted according to the conditions of practical land-using in engineering. The landscape soil block and a drily building and masonry retaining wall used with a soil block offers a block body which is in light weight and convenient to artificially transport and carry. After drily built to the retaining wall, the block body can be uptight and certainly sloped and can adapt different angles according to the practical spot conditions. At the same time, the retaining wall has a strong whole vertical sense looked from the appearance and can overcome the monotonous and stiff effects. The Reinforcement material, the connection strength of the block body and the play effect of the reinforcement stress performance are all improved significantly.
Description
Technical field
The utility model relates to the employed view dust block of a kind of engineering field and the dust block drystone is built retaining wall by laying bricks or stones.
Background technology
Retaining wall is the gear soil structure of commonly using, present retaining wall is generally used the material construction such as brick, concrete and stone, the retaining wall that these materials build up belongs to rigid structures, and is poor to the adaptive capacity of distortion, relatively poor to the adaptation of inhomogeneous small-scale ground sedimentation and dynamic earthquake load.Traditional cemented rock barricade floor space is larger, and it is more loaded down with trivial details to construct, and consume material is many, can waste a large amount of resources.
The states such as the sixties in last century is American-European propose a kind of complex retaining structure---reinforced earth bulkhead that is comprised of shingle nail, reinforcement and filler etc., this barricade panel relies on the pulling force of reinforcement material to keep stable, and the pulling force of reinforcement material is realized by the frictional force between filler and the reinforcement material, and the major advantage of reinforced earth bulkhead is constructed soon exactly, cost is low, save more soils, ecological, environmental protective etc.Abroad propose the building block of reinforced earth bulkhead panel the eighties in last century, required building block need satisfy structure rationally, easy construction, beautify the characteristics such as view, simultaneously building block needs the production of batch production, production need be satisfied certain scale to reduce financial cost, this panel building block must possess Wear-resistant corrosion-resistant performance, performance attractive in appearance, ecological performance and shock resistance, and this retaining wall block is widely used in every field such as water conservancy, traffic, municipal administration, house properties.
Initial retaining wall block must be buried built-in fitting underground when production is prefabricated, increase production difficulty; The weight ratio of building block is larger, when construction, must carry out lifting construction with machinery, construct more loaded down with trivial details and increase cost cost, employed reinforcement material is generally steel plastic band, reinforcement material connects block by the built-in fitting in the block, therefore this piece type is not easy to produce and construction, while is along with the development of geotechnological synthetic technology material, the reinforced earth technology development, adopt geo-grid to be used widely as the reinforced earth bulkhead of reinforcement material, and the panel material of this kind reinforced earth bulkhead adopt the concrete block pattern can obtain good economic benefit and social benefit.
Present block can only become single angle mostly after drystone becomes barricade is upright or constant slope is arranged, can not adjust angle according to the actual land use situation of engineering, often do not satisfy in this case on-the-spot actual conditions, and the foremost of retaining wall block often plane or crude splitting surface, give the sensation of a kind of stiff dullness of people, poor visual effect does not reach the view requirement.Block relies on the trailing edge that block protrudes to suppress by force reinforcement material with the connection of reinforcement material, the reinforced action power at trailing edge place has changed direction like this, by the shear action of trailing edge reinforcement material is cut off easily, rather than tension is destroyed, block has lost the effect of lacing wire with breaking away from fully between the grid, and the block upper and lower surface is not the words on plane simultaneously, bring great inconvenience for production and piling, and the place that block protrudes in Transportation Engineering is easy to damage.
Summary of the invention
Problem for the prior art existence, the utility model provides a kind of lightweight, block of being convenient to a dead lift, it can be upright also constant slope can be arranged that this block drystone becomes behind the barricade, can adopt different angles according to on-site actual situations, simultaneously from the appearance whole vertical sense is stronger for barricade, overcome dull stiff effect, reinforcement material all is significantly improved with the bonding strength of block and the performance effect of reinforcement stress performance.
Technical solution of the present utility model:
A kind of view dust block, comprise block, described block comprises the bottom surface of kiss the earth, the end face relative with the bottom surface, two sides, front and back, its special character is: the center of described block is provided with macropore, and described macropore connects end face and bottom surface, line centered by the line of symmetry of two sides, the both sides of described macropore are respectively arranged with at least one's installing hole and No. two installing holes, and a described installing hole and No. two installing holes all are symmetrical arranged with center line.
Above-mentioned groove points to the bottom surface from end face.
Also comprise installing hole No. three, described No. three installing holes are arranged on the both sides of macropore take center line as axis of symmetry, and described No. three installing holes are kidney shape hole.
The cross section of above-mentioned side is zig zag plane.
Above-mentioned macropore be shaped as rectangle, trapezoidal, circular, square or oval.
The cross section of above-mentioned groove is trapezoidal.
Comprise a plurality of view dust block and a plurality of anchoring rods of building that assemble, described dust block, comprise block, described block comprises the bottom surface of kiss the earth, the end face relative with the bottom surface, two sides, front and back, it is characterized in that: the center of described block is provided with macropore, described macropore connects end face and bottom surface, line centered by the line of symmetry of two sides, the both sides that the both sides of described macropore are respectively arranged with described macropore are respectively arranged with at least one's installing hole and No. two installing holes, a described installing hole and No. two installing holes all are symmetrical arranged with center line, and the block of adjacent drystone is fixed by inserting anchoring rods in the installing hole.
The advantage that the utility model has:
1, the utility model dust block front is provided with elongated vertical groove, gives the vertical sense of people's integral body, and the both sides of block front panel adopt inside zig zag plane with the elongated vertical groove of difference front panel simultaneously, reach a kind of effect of stereovision.
2, the utility model is offered macropore in the middle of block, when saving material, can in block, add the different materials such as graded broken stone with the shear strength between the increase block, offer No. three installing holes of two installing holes and kidney shape hole on the block, purpose is to insert anchoring rods to increase the up and down shear strength of block with fixing up and down block in above-mentioned hole.
3, the utility model is by the setting that is staggered of an installing hole, No. two installing holes, No. three position of mounting hole, fix by anchoring rods, if each installing hole is urged the vertical surface body of wall over against setting, the drystone if each installing hole is staggered, form the inclined plane body of wall, can assemble into as required different metopes.
Description of drawings
Fig. 1 is the plan view of the utility model dust block;
Fig. 2 is the front elevation drawing of the utility model dust block;
Fig. 3 is the lateral view of the utility model dust block;
Fig. 4 a is single dust block, and Fig. 4 b is that the utility model adopts dust block to build the upright body of wall schematic diagram of putting;
Fig. 5 a is single dust block, and Fig. 5 b is that the utility model adopts dust block to build the inclined wall schematic diagram of putting;
Wherein Reference numeral is: 1-block, 2-macropore, installing hole of 3-, No. three installing holes of 4-, 5-groove, No. two anchor holes of 6-.
The specific embodiment
As shown in Figure 1, the utility model dust block front panel has elongated vertical groove, gives the vertical sense of people's integral body, and the both sides of block front panel adopt inside zig zag plane with the elongated vertical groove of difference front panel simultaneously, reach a kind of effect of stereovision.As shown in Figure 2, offer rectangular macropore in the middle of the block, when saving material, can in block, add the different materials such as graded broken stone with the shear strength between the increase block, offer an installing hole 3, No. two installing holes 6 and No. three installing holes 4 on the block, purpose is to insert anchoring rods to increase the up and down shear strength of block with fixing up and down block in above-mentioned hole, when body of wall was vertical surface, an installing hole of upper strata piece was aimed at an installing hole of lower floor's piece and is inserted anchoring rods; When body of wall was the inclined plane, No. two installing holes of upper strata piece were aimed at an anchor hole of lower floor's piece and are inserted anchoring rods, can pass through an installing hole of No. three installing holes aligning lower floor pieces of upper strata piece during the curve construction and insert anchoring rods.As shown in Figure 3, the upper and lower surface of block all is flat, can guarantee that reinforcement material is difficult for being cut off herein, fully guarantees the performance of reinforcement material stress performance.
A kind of method of utilizing above-mentioned dust block base to put retaining wall, be specially: the levels dust block is when drystone, when installing hole of upper strata dust block and an installing hole of lower floor's dust block are inserted anchoring rods, shown in Fig. 4 b, the barricade that adopts this kind mode to build by laying bricks or stones becomes the angle of 0 degree with vertical direction namely be vertical retaining-wall, the structure behind this upright body of wall reinforcement.This barricade is suitable for that land used is nervous, Excavation is not enough or the restricted condition of reinforced length, uses this barricade can save more land resources.
Adopt another kind of method to build and put retaining wall, be specially: the dislocation of levels dust block is built and is put, be that an installing hole of No. two installing holes of upper strata dust block and lower floor's dust block is when inserting anchoring rods, shown in Fig. 5 b, adopt barricade that this kind mode builds by laying bricks or stones and vertical direction to have a certain degree and be the inclination barricade, the size of this angle is determined by the horizontal range of an installing hole and No. two installing holes, can change by changing horizontal range the size at this angle of inclination, this body of wall adopts dislocation to build and puts, so that the center of body of wall is leaned on afterwards so that stressed more reasonable, structurally safer.
Claims (7)
1. view dust block, comprise block, described block comprises the bottom surface of kiss the earth, the end face relative with the bottom surface, two sides, front and back, it is characterized in that: the center of described block is provided with macropore, and described macropore connects end face and bottom surface, line centered by the line of symmetry of two sides, the both sides of described macropore are respectively arranged with at least one's installing hole and No. two installing holes, and a described installing hole and No. two installing holes all are symmetrical arranged with center line.
2. view dust block according to claim 1, it is characterized in that: described front is provided with many grooves, and described groove points to the bottom surface from end face.
3. according to claims 1 or 2 described view dust blocks, it is characterized in that: also comprise installing hole No. three, described No. three installing holes are arranged on the both sides of macropore take center line as axis of symmetry, and described No. three installing holes are kidney shape hole.
4. view dust block according to claim 3, it is characterized in that: the cross section of described side is zig zag plane.
5. view dust block according to claim 4 is characterized in that: described macropore be shaped as rectangle, trapezoidal, circular, square or oval.
6. view dust block according to claim 5, it is characterized in that: the cross section of described groove is trapezoidal.
7. the dust block drystone retaining wall of building by laying bricks or stones, it is characterized in that: comprise a plurality of view dust block and a plurality of anchoring rods of building that assemble, described dust block, comprise block, described block comprises the bottom surface of kiss the earth, the end face relative with the bottom surface, two sides, front and back, it is characterized in that: the center of described block is provided with macropore, described macropore connects end face and bottom surface, line centered by the line of symmetry of two sides, the both sides that the both sides of described macropore are respectively arranged with described macropore are respectively arranged with at least one's installing hole and No. two installing holes, a described installing hole and No. two installing holes all are symmetrical arranged with center line, and the block of adjacent drystone is fixed by inserting anchoring rods in the installing hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220267235 CN202850047U (en) | 2012-06-07 | 2012-06-07 | Landscape soil block and drily building and masonry retaining wall used with soil block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220267235 CN202850047U (en) | 2012-06-07 | 2012-06-07 | Landscape soil block and drily building and masonry retaining wall used with soil block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202850047U true CN202850047U (en) | 2013-04-03 |
Family
ID=47981263
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220267235 Expired - Lifetime CN202850047U (en) | 2012-06-07 | 2012-06-07 | Landscape soil block and drily building and masonry retaining wall used with soil block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202850047U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049358A (en) * | 2016-07-01 | 2016-10-26 | 邹瑾 | Splicing frame-type slope protection component, slope protection device and retaining wall |
-
2012
- 2012-06-07 CN CN 201220267235 patent/CN202850047U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049358A (en) * | 2016-07-01 | 2016-10-26 | 邹瑾 | Splicing frame-type slope protection component, slope protection device and retaining wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102677695B (en) | Mutually-embedded ecological building block retaining wall and construction method thereof | |
| CN202466620U (en) | Reinforced concrete buttress retaining wall | |
| US10233595B2 (en) | Hard pavement construction method for natural groundwater recharge | |
| CN202559377U (en) | Mutually-embedded ecological building block | |
| CN206768861U (en) | A kind of reinforcement ring retaining wall | |
| CN201746850U (en) | Assembled monolithic cantilever retaining wall | |
| CN202850047U (en) | Landscape soil block and drily building and masonry retaining wall used with soil block | |
| CN202416350U (en) | Landscape soil-retaining block and soil-retaining wall by segmentally building soil-retaining blocks | |
| CN203034478U (en) | Anchor rod/ cable cantilever type retaining wall | |
| CN203284795U (en) | Buttressed retaining wall with anchor board | |
| CN102888855B (en) | Combined balance weight retaining wall | |
| CN202767102U (en) | Combined type balance weight retaining wall | |
| CN202492856U (en) | Reinforced concrete pile type buttress retaining wall | |
| CN216475115U (en) | Recyclable slope lamination green protection grid | |
| CN203270588U (en) | Mini-pile antiskid structure | |
| CN201883410U (en) | Urban along-river hydrophilic landscape platform structure | |
| CN204728340U (en) | The two weight plate column type cutting of a kind of band diagonal brace props up blocking means | |
| CN204626424U (en) | Step polygon for Channel slope plants raw building block | |
| CN204662461U (en) | One props up blocking means to the board-like cutting of top counterfort weight | |
| CN202430741U (en) | Hollow-web-type retaining wall structure | |
| CN201620514U (en) | Self-locking type earth-retaining blocks | |
| CN202416304U (en) | Special-shaped concrete tubular pile | |
| KR101065726B1 (en) | Prefabricated retaining wall | |
| CN205387721U (en) | Highway retaining wall reinforced structure | |
| CN109868836A (en) | Concrete divides hole ecological block retaining wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: XI'AN HECHENG BUILDING MATERIAL CO., LTD. Free format text: FORMER OWNER: ZOU JIN Effective date: 20150318 Owner name: CHANGJIANG GEOTECHNICAL ENGINEERING GENERAL COMPAN Effective date: 20150318 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 710016 XI'AN, SHAANXI PROVINCE TO: 710200 XI'AN, SHAANXI PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150318 Address after: 710200 Shaanxi city of Xi'an province Jinghe Industrial Park Jingwei Road No. 32 Patentee after: Xi'an building materials Co., Ltd. Patentee after: Changjiang Geotechnical Engineering General Company (Wuhan) Address before: 710016 Shaanxi province Xi'an Weiyang road Fengcheng six new building block A room 1201 Patentee before: Zou Jin |
|
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zou Jin Inventor after: Zeng Guanghui Inventor after: Liu Bin Inventor after: Cheng Xinyi Inventor after: Meng Zhaowei Inventor after: Zhang Biyong Inventor before: Zou Jin |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: ZOU JIN TO: ZOU JIN CENG GUANGHUI LIU BIN CHENG XINYI MENG ZHAOWEI ZHANG BIYONG |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150921 Address after: 710016 Shaanxi province Xi'an Weiyang road Fengcheng six new building block A room 1201 Patentee after: Zou Jin Address before: 710200 Shaanxi city of Xi'an province Jinghe Industrial Park Jingwei Road No. 32 Patentee before: Xi'an building materials Co., Ltd. Patentee before: Changjiang Geotechnical Engineering General Company (Wuhan) |
|
| CX01 | Expiry of patent term |
Granted publication date: 20130403 |
|
| CX01 | Expiry of patent term |