CN102561161A - Method for paving water-permeable brick-paved ground and water permeation locator - Google Patents
Method for paving water-permeable brick-paved ground and water permeation locator Download PDFInfo
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- CN102561161A CN102561161A CN2011104564160A CN201110456416A CN102561161A CN 102561161 A CN102561161 A CN 102561161A CN 2011104564160 A CN2011104564160 A CN 2011104564160A CN 201110456416 A CN201110456416 A CN 201110456416A CN 102561161 A CN102561161 A CN 102561161A
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Abstract
The invention relates to a method for paving water-permeable brick-paved ground and a water permeation locator, and belongs to the technical field of rod pavement. The method comprises the following steps of: paving a water-storing crushed rock layer, and tamping and rolling flatly the water-storing crushed rock layer; paving a dry and hard cement mortar bedding cushion layer on the water-storing crushed rock layer, and paving normal pavement bricks by adopting a normal cement mortar bed-pulp paving in a jointing manner; nailing the water permeation locator into a node of each brick joint; and finishing the brick joints; The water permeation locator is a hollow abnormal tube, the shape of the section of the hollow abnormal tube is cross or Y or T, and an inner chamfered angle is arranged at one end of the hollow abnormal tube. According to the method for paving the water-permeable brick-paved ground, disclosed by the invention, the high-efficiency water-permeable ground is paved by utilizing the normal pavement bricks so that the cost is greatly reduced; the construction is simple, the water-permeable ground can be paved in a bed-pulp manner, an amount of engineering is beneficial to being improved, and the water permeation effect is excellent. The water permeation locator disclosed by the invention has the advantages of convenience and easiness for machining and using.
Description
Technical field:
The present invention relates to the laying method and the permeable locator on a kind of permeable tile work ground, it belongs to the road pavement technical field.
Background technology:
At present, hardened ground such as the sidewalk of the square in the city, road, sub-district road adopts non-dank material makings such as stone material, porcelain square brick, concrete road pavement brick, bituminous concrete more.This hardened ground has stopped bleeding back of rainwater, causes the urban groundwater position to descend, and exhausted groundwater resources cause the ground differential settlement, have aggravated the Urban Storm Flood disaster, and have aggravated urban heat land effect.
Along with popularizing of environmental protection concept, the partially hardened ground in existing part city has adopted material making such as permeable brick to become pervious surface.Existing permeable brick is divided into three major types: 1---and adopt the ceramic materials sintering, process the pavior brick that permeable hole is contained in inside; 2---adopting with cement is the pervious concrete of agglutination material, processes the pavior brick that permeable hole is contained in inside; 3---the employing ordinary concrete is a raw material, processes the pavior brick that profile has the shape of specific function, and these pavior brick majorities are provided with permeable through hole on the brick body, and when wherein having some to be bolted together, its brickwork joint place can form water-permeable passage.
In these three types of permeable bricks, the pavior brick that adopts the ceramic materials sintering to process relatively consumes energy when producing; The pavior brick frost resistance that adopts the cement pervious concrete to make is difficult to up to standard, is not suitable for using at northern area; Adopt given shape to form the pavior brick production equipment and the making complex process of water-permeable passage.And all there is the higher shortcoming of price in these three types of permeable bricks.
The another one potential risks are: fastness and the aesthetic property of unit in charge of construction in order to guarantee paving ground, most methods of sitting the slurry making that all adopt are carried out making, promptly adopt cement mortar that permeable brick is bonded on the very poor mortar bed of water permeability.Like this, the so-called pervious surface of most of permeable brick making can not be brought into play its due permeable effect.
Summary of the invention:
The object of the present invention is to provide a kind of laying method and permeable locator that utilizes the permeable tile work ground of the cheap efficient pervious surface of Common Concrete Pavement brick making.
The objective of the invention is to realize like this:
The laying method on a kind of permeable tile work ground is characterized in that it comprises following step:
A: at first lay the retaining macadam at roadbase, and macadam should be tamped and offsets by designing requirement;
B: on described retaining rubble, lay the dry cement mortar bedding cushion, the mode that adopts conventional cement mortar to sit slurry laying and joint filling is again laid the prevailing roadway brick;
C: when described dry cement mortar bedding cushion is not dried, permeable locator is hammered in the node of brickwork joint; Described permeable locator is special-shaped hollow pipeline section, and the length of described permeable locator is the degree of depth of pavior brick upper surface to retaining macadam upper surface.
E: finishing brickwork joint.
In step C, adopt drill rod that permeable locator is hammered in the node of brickwork joint.
A kind of permeable locator that is used for the laying method on described permeable tile work ground is characterized in that it is a kind of hollow shape tube, and its cross sectional shape is cross or Y type or T type, and an end of described hollow shape tube is provided with inside chamfering.
Described shape tube is a plastic pipe.
The cross section structure of described shape tube is the Y type, is to be a right angle and two y-type structures that 135 ° of obtuse angles constitute.
The cross section structure of described shape tube is the Y type, and its Y type is the y-type structure of 120 ° of five equilibrium angles.
The present invention adopts the prevailing roadway brick to lay efficient permeable pervious surface, can reduce cost greatly; Construction is simple, can starch making by seat, helps improving workmanship, and has good permeable effect.Permeable locator processing of the present invention and use are all easily convenient.
Description of drawings:
Fig. 1 lays the permeable brick paving structural representation of completion for the present invention
Fig. 2 is one of permeable locator structure figure of the present invention
Fig. 3 is two of permeable locator structure figure of the present invention
Fig. 4 is three of permeable locator structure figure of the present invention
Fig. 5 is four of permeable locator structure figure of the present invention
Fig. 6 is the structural representation of drill rod used in the present invention
The specific embodiment:
Below in conjunction with accompanying drawing, the present invention is further explained:
Laying method of the present invention comprises following step:
A: at first lay the retaining macadam by designing requirement at roadbase, the retaining rate of macadam is 40%, and macadam should be tamped offsets;
B: on described retaining rubble, lay the dry cement mortar bedding cushion, the mode that adopts conventional cement mortar to sit slurry laying and joint filling is again laid prevailing roadway brick 1; In the present embodiment, adopt the most frequently used square People's Bank of China pavior brick, because the brickwork joint 3 on its road surface that lays is " well " font, promptly the node of its assembly unit seam is " ten " font.
C: when described dry cement mortar bedding cushion is not dried, permeable locator 2 is hammered in the node of brickwork joint 3; In order to make laying efficient higher, adopt drill rod 8 that permeable locator is hammered in the node of brickwork joint.Described permeable locator is with hollow section, and in the present embodiment, described hollow section is hollow shape tube, and its cross sectional shape is a cross, and its hollow part 4 also is a decussate texture.More smooth when making that permeable locator hammers into the node place of brickwork joint, be provided with inside chamfering 21 at an end of described hollow shape tube, promptly this end that has chamfering 21 is to insert a downward end in the brickwork joint.In order to make being connected firmly between pavior brick 1 and the permeable locator 2; Be not easy to become flexible; And the through rubble aquifer of water-permeable passage that its hollow parts 4 is formed; The length of described permeable locator is the degree of depth of pavior brick upper surface to retaining macadam upper surface, that is to say the permeable locator retaining macadam upper surface that will go directly.The processing of permeable locator for ease; Common permeable locator can be processed long size when producing, similar existing pipe, in the time of use according to the degree of depth of pavior brick upper surface to retaining macadam upper surface; Be cut into a section pipeline section; Consistent the getting final product of the degree of depth of the length of this pipeline section and pavior brick upper surface to retaining macadam upper surface, an end of the pipeline section that will cut out then processes chamfering, has so just constituted complete permeable locator.Described in the present embodiment shape tube is a plastic pipe.And drill rod 8 can adopt hole 4 cross sectional shapes of bore bit cross sectional shape and size and permeable locator and the drill rod of consistent size, and in the present embodiment promptly, the cross sectional shape of the bore bit of its drill rod is " ten " font.When permeable locator is installed, can earlier permeable locator be enclosed within on the drill rod head, again drill rod be hammered in the brickwork joint node.
E: repair brickwork joint in a conventional manner and get final product.
Road surface pavement according to the method described above; Permeable locator can form the water-permeable passage of through aquifer, can well control the size of brickwork joint, and mortar can bond together all pavior bricks; Can guarantee the attractive in appearance and fastness on road surface; Promptly help the permeable of ground, make the laying efficient on road surface improve greatly again, lay cost and also be minimized.
Present embodiment is to be used in the occasion that permeable pavement brick is the rectangle pavior brick, the permeable locator 5 that its described permeable locator cross sectional shape is the T type, and its hollow parts 51 also is a T type structure; If use drill rod 8 permeable locator to be hammered in the node of brickwork joint; Hole 51 cross sectional shapes of the bore bit cross sectional shape of drill rod and permeable locator answer one; Like this when using drill rod; The bore bit of drill rod can insert in permeable locator hollow, and in the present embodiment promptly, the cross sectional shape of the bore bit of its drill rod also is the T type.
Other part and the embodiment 1 of present embodiment are identical.
Present embodiment is to be used in the occasion of porous pavement by octagon pavior brick and square pavior brick collocation making, and described permeable locator cross sectional shape is the Y type, and its Y type is a right angle and two y-type structures that 135 ° of obtuse angles constitute.When using the drill rod conduct to hammer into instrument, the cross sectional shape of its bore bit part is identical with the cross sectional shape of permeable locator hole 61 with size.
Other part and the embodiment 1 of present embodiment are identical.
Present embodiment is to be used in the occasion of porous pavement by regular hexagon pavior brick making,, described permeable locator cross sectional shape is the Y type, its Y type is the y-type structure of 120 ° of five equilibrium angles.When using the drill rod conduct to hammer into instrument, the cross sectional shape of its bore bit part is identical with the cross sectional shape of permeable locator hole 71 with size.
Other part and the embodiment 1 of present embodiment are identical.
Claims (6)
1. the laying method on a permeable tile work ground is characterized in that it comprises following step:
A: at first lay the retaining macadam at roadbase, and the macadam compacting is offseted by designing requirement;
B: on described retaining rubble, lay the dry cement mortar bedding cushion, the mode that adopts conventional cement mortar to sit slurry laying and joint filling is again laid the prevailing roadway brick;
C: when described dry cement mortar bedding cushion is not dried, permeable locator is hammered in the node of brickwork joint; Described permeable locator is special-shaped hollow section, and the length of described permeable locator is the degree of depth of pavior brick upper surface to retaining macadam upper surface.
E: finishing brickwork joint.
2. the laying method on the permeable tile work ground described in claim 1 is characterized in that in step C, adopts drill rod that permeable locator is hammered in the node of brickwork joint.
3. permeable locator that is used for the laying method on the permeable tile work ground described in the claim 1; It is characterized in that it is a kind of hollow shape tube; Its cross sectional shape is cross or Y type or T type, and an end of described hollow shape tube is provided with inside chamfering.
4. the permeable locator described in claim 3 is characterized in that described shape tube is a plastic pipe.
5. the permeable locator described in claim 3, the cross section structure that it is characterized in that described shape tube is the Y type, its Y type is a right angle and two y-type structures that 135 ° of obtuse angles constitute.
6. the permeable locator described in claim 3, the cross section structure that it is characterized in that described shape tube is the Y type, its Y type is the y-type structure of 120 ° of five equilibrium angles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110456416.0A CN102561161B (en) | 2011-12-31 | 2011-12-31 | The laying method on permeable tile work ground and permeable locator |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110456416.0A CN102561161B (en) | 2011-12-31 | 2011-12-31 | The laying method on permeable tile work ground and permeable locator |
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| Publication Number | Publication Date |
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| CN102561161A true CN102561161A (en) | 2012-07-11 |
| CN102561161B CN102561161B (en) | 2016-04-13 |
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| CN201110456416.0A Active CN102561161B (en) | 2011-12-31 | 2011-12-31 | The laying method on permeable tile work ground and permeable locator |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639226A (en) * | 2016-11-15 | 2017-05-10 | 东易日盛家居装饰集团股份有限公司 | Ceramic tile dry hanging rack and ceramic tile dry hanging construction method |
| CN107059546A (en) * | 2017-04-27 | 2017-08-18 | 四川大学 | A kind of pavement laying method and its structure with phosphorus removal functional |
| CN109025324A (en) * | 2018-07-25 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of split heads component and its application method controlling mortar joint width |
| CN113106821A (en) * | 2021-04-21 | 2021-07-13 | 交通运输部公路科学研究所 | Hoisting and positioning device and method for assembly type cement concrete pavement slab |
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| CN1372056A (en) * | 2001-02-26 | 2002-10-02 | 陈瑞文 | Environment protection previous concrete pavement construction method |
| CN2714610Y (en) * | 2004-04-02 | 2005-08-03 | 陈瑞文 | Environmental protection penetrable pavement soft cushion structure |
| US20060251862A1 (en) * | 2002-12-31 | 2006-11-09 | Thomas Sievers | Composite shaped block |
| CN1904207A (en) * | 2005-07-28 | 2007-01-31 | 黄庆辉 | Ground brick and positioning lattice board composition and its pavement construction method |
| CN202401380U (en) * | 2011-12-31 | 2012-08-29 | 深圳市建筑科学研究院有限公司 | Pervious locator for pervious brick paving floor |
-
2011
- 2011-12-31 CN CN201110456416.0A patent/CN102561161B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1372056A (en) * | 2001-02-26 | 2002-10-02 | 陈瑞文 | Environment protection previous concrete pavement construction method |
| US20060251862A1 (en) * | 2002-12-31 | 2006-11-09 | Thomas Sievers | Composite shaped block |
| CN2714610Y (en) * | 2004-04-02 | 2005-08-03 | 陈瑞文 | Environmental protection penetrable pavement soft cushion structure |
| CN1904207A (en) * | 2005-07-28 | 2007-01-31 | 黄庆辉 | Ground brick and positioning lattice board composition and its pavement construction method |
| CN202401380U (en) * | 2011-12-31 | 2012-08-29 | 深圳市建筑科学研究院有限公司 | Pervious locator for pervious brick paving floor |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639226A (en) * | 2016-11-15 | 2017-05-10 | 东易日盛家居装饰集团股份有限公司 | Ceramic tile dry hanging rack and ceramic tile dry hanging construction method |
| CN107059546A (en) * | 2017-04-27 | 2017-08-18 | 四川大学 | A kind of pavement laying method and its structure with phosphorus removal functional |
| CN107059546B (en) * | 2017-04-27 | 2020-06-09 | 四川大学 | Pavement paving method with dephosphorization function and structure thereof |
| CN109025324A (en) * | 2018-07-25 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of split heads component and its application method controlling mortar joint width |
| CN113106821A (en) * | 2021-04-21 | 2021-07-13 | 交通运输部公路科学研究所 | Hoisting and positioning device and method for assembly type cement concrete pavement slab |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102561161B (en) | 2016-04-13 |
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Address after: Three road 518049 Guangdong city of Shenzhen province Futian District, Mei Ao No. 29 Applicant after: Shenzhen Institute of Building Research Co., Ltd. Address before: Three road 518049 Guangdong city of Shenzhen province Futian District, Mei Ao No. 29 Applicant before: Shenzhen Building Science Research Institute Co., Ltd. |
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