CN103147449A - Partition-anchoring press plate type slope protection brick structure and construction laying method thereof - Google Patents
Partition-anchoring press plate type slope protection brick structure and construction laying method thereof Download PDFInfo
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- CN103147449A CN103147449A CN2013100714596A CN201310071459A CN103147449A CN 103147449 A CN103147449 A CN 103147449A CN 2013100714596 A CN2013100714596 A CN 2013100714596A CN 201310071459 A CN201310071459 A CN 201310071459A CN 103147449 A CN103147449 A CN 103147449A
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Abstract
The invention relates to a partition-anchoring press plate type slope protection brick structure for a reinforced pressure surface of a natural side slope or an artificial side slope. The structure comprises a six-edge brick provided with two feet on separated sides, a six-edge brick provided with two feet on opposite sides, an orthohexagonal press plate brick and an expansion anchor rod. The partitioning anchoring press plate type slope protection brick structure can be anchored separately and can be anchored and locked by press plates, so that stripping and warping of a single slope protection brick caused by gradual deformation of a slop and downward water flows caused by rain wash are avoided, stable security of the slop is improved, and geological disasters of landslide, mud-rock flow or the like are prevented. The slope protection brick structure can be paved on bare slops which are weathered seriously or artificial slope surfaces which are newly excavated and filled, the slope surfaces are protected, the geological disaster risk is reduced, and the integrity and the durability of the protection slops are enhanced at the same time. The partition-anchoring press plate type slope protection brick structure is paved and assembled simply, light, simple and convenient in operation and high in efficiency.
Description
Technical field
The present invention relates to the revetment brick field, relate in particular to a kind of piecemeal anchoring tabletting type revetment brick structure and construction laying method thereof.
Background technology
Development along with social city, technicalization, hommization, the Improvement of Ecological Environment cause has obtained vigorous growth, the Improvement of Ecological Environment project scales such as increasing speedway, railway, river regulation and massif slope reinforcement enlarge, and the thing followed is to be prone to after the increase of revetment brick use amount and revetment brick rain drop erosion to peel off and the showing of alice problem.
no matter be natural slope or the side slope of hand excavation's landfill, all may be in rain drop erosion, along the slope current, under the External Force Acting such as weathering or earthquake, mud-rock flow occurs, the landslide, the geological disasters such as progressive slump, therefore in civil construction project, inevitably can run into the slope reinforcement problem, in present slope reinforcement measure, usually adopt domatic ballast and methods such as setting anchor pole to reinforce, but empty in long-term rain drop erosion, under gravity creep phorogenesis, saddle weight is known from experience the destruction that occurs coming off, the destruction that further, erosion causes whole protective slope structure, the ballast reinforcement measure is attributed to inefficacy, form the hidden danger of geological disaster, and popularizing along with humanity concept, and the formation of novel harmonious society, invent a kind of revetment brick that ballast bank protection form and bolt anchorage form can be combined and construction laying method thereof, can be fixed each piece bank protection ballast block, the continuity and the durability that increase whole protective slope structure are very important.
Summary of the invention
The invention provides a kind of piecemeal anchoring tabletting type revetment brick structure and construction laying method thereof, solve that engineering time in existing revetment brick structure is long, cost is high, easily to environment and the technical problem such as application life is short.
the present invention is by the following technical solutions: a kind of piecemeal anchoring tabletting type revetment brick structure, the hexagon brick that comprises edge band both feet, hexagon brick to the sideband both feet, regular hexagon compressing tablet brick and expansion anchor rod, the hexagon brick of described edge band both feet, hexagon brick to the sideband both feet, regular hexagon compressing tablet brick and expansion anchor rod annexation are to form a laying unit with the hexagon brick of four edge band both feet and two hexagon bricks to the sideband both feet, the hexagon brick of two edge band both feet is established respectively in the left and right sides, the centre be two to the hexagon brick of sideband both feet, the equilateral triangle pin of six brick bodies forms a regular hexagon at the center, progressively expand laying by this rule, until cover whole domatic, laterally adjacent two laying units share the hexagon brick of two edge band both feet, vertically adjacent two laying units share the hexagon brick to the sideband both feet.
as a preferred technical solution of the present invention: the hexagon brick of described edge band both feet is to add the brick laying structure of double-legged structure on the center is provided with the regular hexagon brick body of anchor pole hole, with positive six shape brick bodies six limits according to clockwise direction from any limit open numbering wherein: 1, 2, 3, 4, 5, 6, the double-legged structure of the hexagon brick of edge band both feet is with 1, 5 or 1, 3 or 2, 6 or 2, 4 or 4, 6 or 3, the equilateral triangle structure that No. 5 length of sides are a length of side, the thickness of both feet structure is half of regular hexagon brick body thickness, the hexagon brick of described edge band both feet adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
as a preferred technical solution of the present invention: described hexagon brick to the sideband both feet is to add the brick laying structure of diagonal angle entity structure on the center is provided with the regular hexagon brick body of anchor pole hole, with six limits of positive six shape brick bodies according to clockwise direction from any limit open numbering wherein: 1, 2, 3, 4, 5, 6, be with 1 to the diagonal angle entity structure of the hexagon brick of sideband both feet, 4 or 2, 5 or 3, the equilateral triangle structure that No. 6 any one group of opposite side are the length of side, be half of regular hexagon brick body thickness to the thickness of corner structure, described hexagon brick to the sideband both feet adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
As a preferred technical solution of the present invention: described regular hexagon compressing tablet brick is the regular hexagon brick laying structure that is provided with the anchor pole hole at the center, its thickness is identical with above-mentioned double-legged structural thickness, adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
As a preferred technical solution of the present invention: described expansion anchor rod is the anchor pole that an end is provided with expansible plug, and bolt diameter is identical with above-mentioned bolthole hole dia.
As a preferred technical solution of the present invention: described piecemeal anchoring tabletting type revetment brick structure, its laying method at natural slope or Artificial Side-slope is:
The first step: leveling needs the domatic of laying, shrub weeds a garden, draw reference line, hexagon brick and two hexagon bricks to the sideband both feet with four edge band both feet form a laying unit, the hexagon brick of two edge band both feet is established respectively in the left and right sides, the double-legged structure of the hexagon brick of adjacent two edge band both feet over against, centre be two to the hexagon brick of sideband both feet, the equilateral triangle pin of six brick bodies forms a regular hexagon at the center;
Second step: a regular hexagon compressing tablet brick is pressed on the regular hexagon that is combined into, the revetment brick that forms a unit is laid, and use the rubber hammer hammering to fix, guarantee that overlap joint puts in place, whole brick face is smooth, progressively expands laying by this rule, and laterally two adjacent laying units share the hexagon brick of two edge band both feet, vertically two adjacent laying units share the hexagon brick to the sideband both feet, until cover whole domatic;
The 3rd step: with expansion anchor rod by the anchor pole hole of the regular hexagon compressing tablet brick that lays throw into domatic in, and tensioning expansible plug.
A kind of piecemeal anchoring tabletting type revetment brick structure of the present invention and construction laying method thereof adopt above technical scheme compared with prior art, has following technique effect: 1, can either independent anchoring, can splice again rear employing compressing tablet anchoring locking, avoid peeling off and warpage along the monolithic revetment brick that the slope current cause due to side slope progressive deformation or rain drop erosion; 2, this invention combines the advantage of bolt anchorage and ballast bank protection, improved the stability and safety of side slope, the generation of the geological disasters such as pre-landslide-proofing or mud-rock flow, piecemeal anchoring tabletting type revetment brick structure adopts global design, can facilitate promptly and lay, easy and simple to handle, the engineering time is short, efficient is high, good endurance; 3, can avoid Site sandstone cement, pollute the job site, produce dust polluting environment, and brick strength is good, rub resistance, acid and alkali-resistance, long service life.
Description of drawings:Fig. 1 is the structural representation of the hexagon brick of edge band both feet;
Fig. 2 is the top view of the hexagon brick of edge band both feet;
Fig. 3 is the structural representation to the hexagon brick of sideband both feet;
Fig. 4 is the top view to the hexagon brick of sideband both feet;
Fig. 5 is the structural representation of regular hexagon compressing tablet brick;
Fig. 6 is the top view of regular hexagon compressing tablet brick;
Fig. 7 is the structural representation of expansion anchor rod;
Fig. 8 is that the revetment brick of a unit is laid form;
Fig. 9 is the laying form of a plurality of unit revetment brick.
Description of reference numerals: 1, the hexagon brick of edge band both feet, 2, to the hexagon brick of sideband both feet, 3, regular hexagon compressing tablet brick, 4, expansion anchor rod, 5, the anchor pole hole.
The specific embodiment
Below in conjunction with Figure of description, the specific embodiment of the present invention is described in further detail:
embodiment 1: as shown in Figure 9, a kind of piecemeal anchoring tabletting type revetment brick structure, the hexagon brick 1 that comprises edge band both feet, hexagon brick 2 to the sideband both feet, regular hexagon compressing tablet brick 3 and expansion anchor rod 4, the hexagon brick 1 of described edge band both feet, hexagon brick 2 to the sideband both feet, regular hexagon compressing tablet brick 3 and expansion anchor rod 4 annexations are to form a laying unit with the hexagon brick 1 of 4 edge band both feet and two hexagon bricks 2 to the sideband both feet, the hexagon brick 1 of two edge band both feet is established respectively in the left and right sides, the centre be two to the hexagon brick 2 of sideband both feet, the equilateral triangle pin of six brick bodies forms a regular hexagon at the center, progressively expand laying by this rule, until cover whole domatic, laterally adjacent two laying units share the hexagon brick 1 of two edge band both feet, vertically adjacent two laying units share the hexagon brick 2 to the sideband both feet.
the hexagon brick 1 of described edge band both feet is to add the brick laying structure of double-legged structure on the center is provided with the regular hexagon brick body of anchor pole hole 5, with positive six shape brick bodies six limits according to clockwise direction from any limit open numbering wherein: 1, 2, 3, 4, 5, 6, the double-legged structure of the hexagon brick 1 of edge band both feet is with 1, 5 or 1, 3 or 2, 6 or 2, 4 or 4, 6 or 3, the equilateral triangle structure that No. 5 length of sides are a length of side, the thickness of both feet structure is half of regular hexagon brick body thickness, the hexagon brick 1 of described edge band both feet adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
described hexagon brick 2 to the sideband both feet is to add the brick laying structure of diagonal angle entity structure on the center is provided with the regular hexagon brick body of anchor pole hole, with six limits of positive six shape brick bodies according to clockwise direction from any limit open numbering wherein: 1, 2, 3, 4, 5, 6, be with 1 to the diagonal angle entity structure of the hexagon brick 2 of sideband both feet, 4 or 2, 5 or 3, the equilateral triangle structure that No. 6 any one group of opposite side are the length of side, be half of regular hexagon brick body thickness to the thickness of corner structure, described hexagon brick 2 to the sideband both feet adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
Described regular hexagon compressing tablet brick 3 is the regular hexagon brick laying structures that are provided with the anchor pole hole at the center, and its thickness is identical with above-mentioned double-legged structural thickness, adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
Described expansion anchor rod 4 is anchor poles that an end is provided with expansible plug, and bolt diameter is identical with above-mentioned bolthole hole dia.
Described piecemeal anchoring tabletting type revetment brick structure, its laying method at natural slope or Artificial Side-slope is:
The first step: leveling needs the domatic of laying, shrub weeds a garden, draw reference line, hexagon brick 1 and two hexagon bricks 2 to the sideband both feet with four edge band both feet form a laying unit, the hexagon brick 1 of two edge band both feet is established respectively in the left and right sides, the double-legged structure of the hexagon brick 1 of adjacent two edge band both feet is that two equilateral triangle pin to 2, six brick bodies of hexagon brick of sideband both feet form a regular hexagon at the center over against, centre;
Second step: a regular hexagon compressing tablet brick 3 is pressed on the regular hexagon that is combined into, the revetment brick that forms a unit is laid, and use the rubber hammer hammering to fix, guarantee that overlap joint puts in place, whole brick face is smooth, progressively expands laying by this rule, and laterally two adjacent laying units share the hexagon brick 1 of two edge band both feet, vertically two adjacent laying units share the hexagon brick 2 to the sideband both feet, until cover whole domatic;
The 3rd step: with expansion anchor rod 4 by the anchor pole hole of the regular hexagon compressing tablet brick 3 that lays throw into domatic in, and tensioning expansible plug.
The above has done detailed description to embodiments of the present invention by reference to the accompanying drawings, but the present invention is not limited to above-mentioned embodiment, in the ken that those of ordinary skills possess, can also make a variety of changes under the prerequisite that does not break away from aim of the present invention.
Claims (6)
1. piecemeal anchoring tabletting type revetment brick structure, the hexagon brick (1) that comprises edge band both feet, hexagon brick (2) to the sideband both feet, regular hexagon compressing tablet brick (3) and expansion anchor rod (4), it is characterized in that: the hexagon brick (1) of described edge band both feet, hexagon brick (2) to the sideband both feet, regular hexagon compressing tablet brick (3) and expansion anchor rod (4) annexation are to form a laying unit with the hexagon brick (1) of four edge band both feet and two hexagon bricks (2) to the sideband both feet, the hexagon brick (1) of two edge band both feet is established respectively in the left and right sides, the centre be two to the hexagon brick (2) of sideband both feet, the equilateral triangle pin of six brick bodies forms a regular hexagon at the center, progressively expand laying by this rule, until cover whole domatic, laterally adjacent two laying units share the hexagon brick (1) of two edge band both feet, vertically adjacent two laying units share the hexagon brick (2) to the sideband both feet.
2. a kind of piecemeal anchoring tabletting type revetment brick structure according to claim 1, it is characterized in that: the hexagon brick (1) of described edge band both feet is to add the brick laying structure of double-legged structure on the center is provided with the regular hexagon brick body of anchor pole hole (5), with positive six shape brick bodies six limits according to clockwise direction from any limit open numbering wherein: 1, 2, 3, 4, 5, 6, the double-legged structure of the hexagon brick (1) of edge band both feet is with 1, 5 or 1, 3 or 2, 6 or 2, 4 or 4, 6 or 3, the equilateral triangle structure that No. 5 length of sides are a length of side, the thickness of both feet structure is half of regular hexagon brick body thickness, the hexagon brick (1) of described edge band both feet adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
3. a kind of piecemeal anchoring tabletting type revetment brick structure according to claim 1, it is characterized in that: described hexagon brick (2) to the sideband both feet is to add the brick laying structure of diagonal angle entity structure on the center is provided with the regular hexagon brick body of anchor pole hole, with six limits of positive six shape brick bodies according to clockwise direction from any limit open numbering wherein: 1, 2, 3, 4, 5, 6, be with 1 to the diagonal angle entity structure of the hexagon brick (2) of sideband both feet, 4 or 2, 5 or 3, the equilateral triangle structure that No. 6 any one group of opposite side are the length of side, be half of regular hexagon brick body thickness to the thickness of corner structure, described hexagon brick (2) to the sideband both feet adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
4. a kind of piecemeal anchoring tabletting type revetment brick structure according to claim 1, it is characterized in that: described regular hexagon compressing tablet brick (3) is the regular hexagon brick laying structure that is provided with the anchor pole hole at the center, its thickness is identical with above-mentioned double-legged structural thickness, adopts building debris and industrial slags to press and steams work or adopt vitrified bond to make.
5. a kind of piecemeal anchoring tabletting type revetment brick structure according to claim 1, it is characterized in that: described expansion anchor rod (4) is the anchor pole that an end is provided with expansible plug, bolt diameter is identical with above-mentioned bolthole hole dia.
6. piecemeal anchoring tabletting type revetment brick structure according to claim 1, it is characterized in that at the laying method of natural slope or Artificial Side-slope step is:
The first step: leveling needs the domatic of laying, shrub weeds a garden, draw reference line, hexagon brick (1) and two hexagon bricks (2) to the sideband both feet with four edge band both feet form a laying unit, the hexagon brick (1) of two edge band both feet is established respectively in the left and right sides, the double-legged structure of the hexagon brick (1) of adjacent two edge band both feet over against, the centre be two to the hexagon brick (2) of sideband both feet, the equilateral triangle pin of six brick bodies forms a regular hexagon at the center;
Second step: a regular hexagon compressing tablet brick (3) is pressed on the regular hexagon that is combined into, the revetment brick that forms a unit is laid, and use the rubber hammer hammering to fix, guarantee that overlap joint puts in place, whole brick face is smooth, progressively expands laying by this rule, and laterally two adjacent laying units share the hexagon brick (1) of two edge band both feet, vertically two adjacent laying units share the hexagon brick (2) to the sideband both feet, until cover whole domatic;
The 3rd step: with expansion anchor rod (4) by the anchor pole hole of the regular hexagon compressing tablet brick (3) that lays throw into domatic in, and tensioning expansible plug.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310071459.6A CN103147449B (en) | 2013-03-07 | 2013-03-07 | Piecemeal anchoring tabletting type revetment brick structure and construction laying method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310071459.6A CN103147449B (en) | 2013-03-07 | 2013-03-07 | Piecemeal anchoring tabletting type revetment brick structure and construction laying method thereof |
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| CN103147449A true CN103147449A (en) | 2013-06-12 |
| CN103147449B CN103147449B (en) | 2015-08-05 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878766A (en) * | 2015-05-28 | 2015-09-02 | 南京明辉建设有限公司 | Long side slope protection concrete continuous rapid pouring and form-drawing system and construction method |
| CN105714735A (en) * | 2016-01-29 | 2016-06-29 | 郑楚英 | Anchored precast concrete hexagonal slope protection method and application device thereof |
| CN107338798A (en) * | 2017-08-17 | 2017-11-10 | 河北建科唐秦建筑科技有限公司 | Recoverable module deep foundation pit construction technique, recoverable module and deep foundation pit support |
| CN110241790A (en) * | 2019-07-12 | 2019-09-17 | 沙洲职业工学院 | A kind of Rock mass of dam abutment reinforced construction method based on assembled plate |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11264129A (en) * | 1997-04-01 | 1999-09-28 | Kam:Kk | Revetment structure |
| CN101158160A (en) * | 2007-11-22 | 2008-04-09 | 北京市水利科学研究所 | Slope flatten ecological revetment brick |
| KR20100136595A (en) * | 2009-06-19 | 2010-12-29 | 이웅재 | Bio hexagon block and breast wall using the same |
| CN202164611U (en) * | 2011-06-27 | 2012-03-14 | 浙江天一交通建设有限公司 | Step-type six-surface frame body slope protection structure |
-
2013
- 2013-03-07 CN CN201310071459.6A patent/CN103147449B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11264129A (en) * | 1997-04-01 | 1999-09-28 | Kam:Kk | Revetment structure |
| CN101158160A (en) * | 2007-11-22 | 2008-04-09 | 北京市水利科学研究所 | Slope flatten ecological revetment brick |
| KR20100136595A (en) * | 2009-06-19 | 2010-12-29 | 이웅재 | Bio hexagon block and breast wall using the same |
| CN202164611U (en) * | 2011-06-27 | 2012-03-14 | 浙江天一交通建设有限公司 | Step-type six-surface frame body slope protection structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878766A (en) * | 2015-05-28 | 2015-09-02 | 南京明辉建设有限公司 | Long side slope protection concrete continuous rapid pouring and form-drawing system and construction method |
| CN105714735A (en) * | 2016-01-29 | 2016-06-29 | 郑楚英 | Anchored precast concrete hexagonal slope protection method and application device thereof |
| CN105714735B (en) * | 2016-01-29 | 2018-08-07 | 郑楚英 | A kind of six square bank protecting method of precast concrete and its application apparatus of anchoring |
| CN107338798A (en) * | 2017-08-17 | 2017-11-10 | 河北建科唐秦建筑科技有限公司 | Recoverable module deep foundation pit construction technique, recoverable module and deep foundation pit support |
| CN110241790A (en) * | 2019-07-12 | 2019-09-17 | 沙洲职业工学院 | A kind of Rock mass of dam abutment reinforced construction method based on assembled plate |
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| Publication number | Publication date |
|---|---|
| CN103147449B (en) | 2015-08-05 |
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