CN217399303U - Kiln brick pitted surface green stone plate pavement system - Google Patents
Kiln brick pitted surface green stone plate pavement system Download PDFInfo
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- CN217399303U CN217399303U CN202221491147.1U CN202221491147U CN217399303U CN 217399303 U CN217399303 U CN 217399303U CN 202221491147 U CN202221491147 U CN 202221491147U CN 217399303 U CN217399303 U CN 217399303U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
A kiln brick pitted surface and sapphire plate pavement system comprises a pavement structure, a left side drainage structure and a right side drainage structure; the pavement structure comprises a graded broken stone layer, a concrete layer, a cement mortar layer and a pitted surface green stone plate; the left side drainage structure comprises a drainage ditch, a left drainage pipe and a left rainwater grate; the drainage ditch is arranged in the strip-shaped groove; a kiln brick top plate is built at the top of the groove of the drainage ditch; the rough-surface green stone plate is laid in the middle of the top of the cement mortar layer, and kiln brick layers are built on two sides of the rough-surface green stone plate; the left drain pipe is buried in the left concrete layer, and the lower part of the left drain pipe is bent and extends into the drainage ditch; a left pebble layer is paved on the top surface of the left rainwater grate; the right side drainage structure comprises a right drainage pipe and a right rainwater grate; the right drainage pipe is buried in the concrete layer on the right side, and the lower part of the right drainage pipe is bent and extends into the drainage ditch; the top surface of the right rainwater grate is paved with a right pebble layer. The utility model provides a traditional road surface structure can't coordinate unanimous and the poor technical problem of drainage effect in peripheral old house.
Description
Technical Field
The utility model relates to a road structure technical field, especially a kiln brick pitted surface green stone slab road surface system.
Background
When the old city is transformed, the building is newly repaired and the old city area is protected, the existing buildings with high historical preservation value face the threat of dismantling. In order to well retain the existing building remains and show the due age and style of the building to the world, a mode of rebuilding or protecting the original site of the building remains is mostly adopted. In a certain ancient city and peripheral reconstruction projects, a large number of historical buildings, residential buildings and a large number of ancient buildings are arranged in the construction range. The service life of many ancient building roads all is more than a few hundred years, along with the influx of a large amount of residents in later stage, the hollow that ancient building road becomes is uneven, the drainage is not smooth, has lost original physiognomy for a long time, and the pavement of this ancient building road follows the ancient law, from the material to technology to folk-custom folk wind again, adopts new hidden drainage system again, and the road that has succeeded in having recovered has formed road surface system.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a kiln brick pitted surface greenstone slab road surface system, solve the unable peripheral old house of traditional road surface structure and coordinate unanimous and the poor technical problem of drainage effect.
In order to achieve the above purpose, the utility model adopts the following technical scheme.
A kiln brick rough surface and green stone slab pavement system comprises a pavement structure, a left side drainage structure and a right side drainage structure; the pavement structure comprises a graded broken stone layer, a concrete layer, a cement mortar layer and a pitted surface greenstone plate which are sequentially paved on a rammed soil layer from bottom to top; a strip-shaped groove is dug on the left side of the rammed soil layer along the longitudinal through length; a concrete cushion layer is arranged at the bottom of the strip-shaped groove; the left side drainage structure is arranged on the left side of the pavement structure and comprises a drainage ditch, a left drainage pipe and a left rainwater grate; the drainage ditch is arranged in the strip-shaped groove, and the top surface of the drainage ditch exceeds the top of the strip-shaped groove and is flush with the top surface of the graded crushed stone layer; a kiln brick top plate is built at the top of the groove of the drainage ditch; the concrete layer is poured on the top of the graded broken stone layer and the top of the drainage ditch around the kiln brick top plate, and the top surface of the concrete layer is flush with the top surface of the kiln brick top plate; the cement mortar layer is laid on the top of the concrete layer, the middle of the top of the cement mortar layer is a plane, and two sides of the top surface of the cement mortar layer are inclined planes which are gradually inclined downwards from the middle to the side edges; the rough-surface green stone plate is laid in the middle of the top of the cement mortar layer, and kiln brick layers are built on the two sides of the rough-surface green stone plate and the inclined planes positioned on the two sides of the cement mortar layer;
the left drainage pipes are embedded in the concrete layer on the left side of the pavement structure at intervals along the longitudinal direction, and the lower parts of the left drainage pipes are bent and extend into the drainage ditches; the top of the left drain pipe is flush with the end part of the top surface of the cement mortar layer; the left rainwater grate is laid on the top of the left water drainage pipe group along the longitudinal through length; a left pebble layer is laid on the top surface of the left rainwater grate; the top surface of the left pebble layer is flush with the end part of the top surface of the kiln brick layer;
the right side drainage structure comprises a right drainage pipe and a right rainwater grate; the right drainage pipes are one group and are embedded in a concrete layer on the right side of the pavement structure at intervals along the longitudinal direction, and the lower parts of the right drainage pipes are bent and extend into the drainage ditches; the top of the right drainage pipe is flush with the end part of the top surface of the cement mortar layer; the right rainwater grate is laid on the top of the right drainage pipe group along the longitudinal through length; a right pebble layer is paved on the top surface of the right rainwater grate; the top surface of the right pebble layer is flush with the end part of the top surface of the kiln brick layer.
Preferably, the drainage ditch is built by bricks, and a waterproof mortar layer is arranged on the inner surface of the drainage ditch.
Preferably, the left pebble layer is formed by paving two layers of pebble layers, and the width of the left pebble layer is not less than 150 mm; the right pebble layer is formed by paving two layers of pebble layers, and the width of the left pebble layer is not less than 150 mm.
Preferably, the inclination angles of the inclined planes on the two sides of the top surface of the cement mortar layer are 3% -5%.
Preferably, the right drainage pipe comprises a vertical section and an inclined section; the lower end of the vertical section is positioned in the graded broken stone layer; the inclined section is transversely embedded in the graded broken stone layer, the upper end of the inclined section is connected with the lower end of the vertical section, and the lower end of the inclined section extends into the drainage ditch; the inclination of the inclined section is not less than 1%.
Compared with the prior art, the utility model has the following characteristics and beneficial effect.
1. The kiln brick pitted surface and green stone slab pavement system adopts the hidden drainage system, successfully recovers the ancient city roads and effectively solves the problem of surface water accumulation; in addition, the utility model discloses lay the cobble respectively in road surface structure both sides, it is unanimous with peripheral old house coordination, restored the interior texture of doing, gained good social.
2. The utility model discloses set up left side drainage structures and right side drainage structures respectively in the left and right sides, left side drainage structures and right side drainage structures are for hiding the drainage, and collect in a escape canal, and reducible disturbance to peripheral building during the construction is different from both sides drainage simultaneously in the past, effectual saving time limit for a project and cost.
3. The utility model is suitable for a narrower historic building road, the interior ground of making are restoreed and need hide the construction engineering of drainage.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic cross-sectional structure of the present invention.
Fig. 2 is a schematic structural diagram of the left side of the middle rammed soil layer of the utility model provided with a strip-shaped groove.
Fig. 3 is a schematic structural view of the right and middle drain pipes of the present invention.
Reference numerals: 1-rammed soil layer, 2-graded crushed stone layer, 3-concrete layer, 4-cement mortar layer, 5-pitted surface slate, 6-strip groove, 7-concrete cushion layer, 8-drainage ditch, 9-left drainage pipe, 10-left rainwater grate, 11-kiln brick top plate, 12-kiln brick layer, 13-left pebble layer, 14-right drainage pipe, 14.1-vertical section, 14.2-inclined section, 15-right rainwater grate, 16-right pebble layer and 17-waterproof mortar layer.
Detailed Description
As shown in fig. 1-3, the kiln brick pitted surface green stone slab pavement system comprises a pavement structure, a left side drainage structure and a right side drainage structure; the pavement structure comprises a graded broken stone layer 2, a concrete layer 3, a cement mortar layer 4 and a pitted surface limestone plate 5 which are sequentially paved on a rammed soil layer 1 from bottom to top; a strip-shaped groove 6 is dug on the left side of the rammed soil layer 1 along the longitudinal through length; a concrete cushion 7 is arranged at the bottom of the strip-shaped groove 6; the left side drainage structure is arranged on the left side of the pavement structure and comprises a drainage ditch 8, a left drainage pipe 9 and a left rainwater grate 10; the drainage ditch 8 is arranged in the strip-shaped groove 6, and the top surface of the drainage ditch 8 exceeds the top of the strip-shaped groove 6 and is flush with the top surface of the graded crushed stone layer 2; a kiln brick top plate 11 is built at the top of the groove of the drainage ditch 8; the concrete layer 3 is poured on the top of the graded crushed stone layer 2 and the top of the drainage ditch 8 around the kiln brick top plate 11, and the top surface of the concrete layer 3 is flush with the top surface of the kiln brick top plate 11; the cement mortar layer 4 is laid on the top of the concrete layer 3, the middle of the top of the cement mortar layer 4 is a plane, and two sides of the top surface of the cement mortar layer 4 are inclined planes which are gradually inclined downwards from the middle to the side edges; the rough-surface green stone plate 5 is laid in the middle of the top of the cement mortar layer 4, and kiln brick layers 12 are built on the two sides of the rough-surface green stone plate 5 and the inclined planes positioned on the two sides of the cement mortar layer 4;
the left drain pipes 9 are divided into a group and embedded in the concrete layer 3 at the left side of the pavement structure at intervals along the longitudinal direction, and the lower parts of the left drain pipes 9 are bent and extend into the drainage ditches 8; the top of the left drain pipe 9 is flush with the top surface end part of the cement mortar layer 4; the left rainwater grate 10 is laid on the top of the left drainage pipe 9 along the longitudinal length; a left pebble layer 13 is laid on the top surface of the left rainwater grate 10; the top surface of the left pebble layer 13 is flush with the end part of the top surface of the kiln brick layer 12;
the right side drainage structure comprises a right drainage pipe 14 and a right rainwater grate 15; the right drainage pipes 14 are arranged in a group and embedded in the concrete layer 3 on the right side of the pavement structure at intervals along the longitudinal direction, and the lower parts of the right drainage pipes 14 are bent and extend into the drainage ditch 8; the top of the right drainage pipe 14 is flush with the top end of the cement mortar layer 4; the right rainwater grate 15 is laid on the top of the group of right drainage pipes 14 along the longitudinal length; a right pebble layer 16 is laid on the top surface of the right rainwater grate 15; the top surface of the right pebble layer 16 is flush with the end part of the top surface of the kiln brick layer 12.
In this embodiment, the two sides of the pavement structure are ancient building walls respectively.
In this embodiment, the drainage ditch 8 is constructed by bricks, and a waterproof mortar layer 17 is provided on the inner surface of the drainage ditch 8.
In this embodiment, the left pebble layer 13 is formed by laying two layers of pebble layers, and the width of the left pebble layer 13 is not less than 150 mm; the right pebble layer 16 is formed by paving two layers of pebble layers, and the width of the left pebble layer 13 is not less than 150 mm.
In the embodiment, the inclination angles of the inclined planes on the two sides of the top surface of the cement mortar layer 4 are 3% -5%.
In this embodiment, the right drainage pipe 14 includes a vertical section 14.1 and an inclined section 14.2; the lower end of the vertical section 14.1 is positioned in the graded crushed stone layer 2; the inclined section 14.2 is transversely embedded in the graded crushed stone layer 2, the upper end of the inclined section 14.2 is connected with the lower end of the vertical section 14.1, and the lower end of the inclined section 14.2 extends into the drainage ditch 8; the inclination of the inclined section 14.2 is not less than 1%.
In this embodiment, the width of the strip-shaped groove 6 is 820 mm; the width of escape canal 8 is 300mm, and the degree of depth of escape canal 8 is 600mm, and the wall thickness of escape canal 8 is 260 mm.
In this embodiment, the top of the drainage ditch 8 exceeds the top of the rammed soil layer 1, and the height of the exceeding part is 200 mm.
In this embodiment, the thickness of the graded crushed stone layer 2 is 200mm, the concrete layer 3 is formed by casting C15 concrete, and the thickness is 100 mm; the width of the cement mortar layer 4 is not less than 1700mm, the middle of the cross section of the cement mortar layer 4 is a rectangular section with equal thickness, the thickness of the rectangular section is 80mm, and the width of the rectangular section is 500 mm; the two sides of the cross section of the cement mortar layer 4 are trapezoidal sections with variable thicknesses, the thickness of the inner side of each trapezoidal section is 60mm, the thickness of the outer side of each trapezoidal section is less than 60mm, and the two sides of the top surface of the cement mortar layer 4 are inclined planes which are gradually inclined downwards from the middle to the side edges; the width of the pitted-surface greenstone plate 5 is 500mm corresponding to the width of the rectangular section part of the cement mortar layer 4, and the thickness of the pitted-surface greenstone plate 5 is 80 mm.
The above embodiments are not exhaustive of the specific embodiments, and other embodiments are possible, and the above embodiments are intended to illustrate, but not limit the scope of the present invention, and all applications coming from the simple changes of the present invention fall within the scope of the present invention.
Claims (5)
1. A kiln brick pitted surface green stone slab pavement system comprises a pavement structure, a left side drainage structure and a right side drainage structure; the method is characterized in that: the pavement structure comprises a graded broken stone layer (2), a concrete layer (3), a cement mortar layer (4) and a pitted surface green stone plate (5) which are sequentially paved on a rammed soil layer (1) from bottom to top; a strip-shaped groove (6) is dug along the longitudinal through length on the left side of the rammed soil layer (1); a concrete cushion (7) is arranged at the bottom of the strip-shaped groove (6); the left side drainage structure is arranged on the left side of the pavement structure and comprises a drainage ditch (8), a left drainage pipe (9) and a left rainwater grate (10); the drainage ditch (8) is arranged in the strip-shaped groove (6), and the top surface of the drainage ditch (8) exceeds the top of the strip-shaped groove (6) and is flush with the top surface of the graded crushed stone layer (2); a kiln brick top plate (11) is built at the top of the groove of the drainage ditch (8); the concrete layer (3) is poured on the top of the graded crushed stone layer (2) and the top of the drainage ditch (8) around the kiln brick top plate (11), and the top surface of the concrete layer (3) is flush with the top surface of the kiln brick top plate (11); the cement mortar layer (4) is laid on the top of the concrete layer (3), the middle of the top of the cement mortar layer (4) is a plane, and two sides of the top surface of the cement mortar layer (4) are inclined planes which are gradually inclined downwards from the middle to the side edges; the rough-surface greenstone plate (5) is laid in the middle of the top of the cement mortar layer (4), and kiln brick layers (12) are laid on the two sides of the rough-surface greenstone plate (5) and the inclined planes positioned on the two sides of the cement mortar layer (4);
the left drainage pipes (9) are divided into a group and embedded in the concrete layer (3) on the left side of the pavement structure at intervals along the longitudinal direction, and the lower parts of the left drainage pipes (9) are bent and extend into the drainage ditches (8); the top of the left drain pipe (9) is flush with the end part of the top surface of the cement mortar layer (4); the left rainwater grate (10) is laid on the top of the left drainage pipe (9) along the longitudinal through length; a left pebble layer (13) is laid on the top surface of the left rainwater grate (10); the top surface of the left pebble layer (13) is flush with the end part of the top surface of the kiln brick layer (12);
the right side drainage structure comprises a right drainage pipe (14) and a right rainwater grate (15); the right drainage pipes (14) are arranged in one group and embedded in the concrete layer (3) on the right side of the pavement structure at intervals along the longitudinal direction, and the lower parts of the right drainage pipes (14) are bent and extend into the drainage ditch (8); the top of the right drainage pipe (14) is flush with the end part of the top surface of the cement mortar layer (4); the right rainwater grate (15) is laid on the tops of the right drainage pipes (14) along the longitudinal direction; a right pebble layer (16) is paved on the top surface of the right rainwater grate (15); the top surface of the right pebble layer (16) is flush with the end part of the top surface of the kiln brick layer (12).
2. The kiln brick pitted surface sapphire sheet pavement system of claim 1, wherein: the drainage ditch (8) is built by laying bricks or stones and is provided with a waterproof mortar layer (17) on the inner surface of the drainage ditch (8).
3. The kiln brick pitted surface sapphire sheet pavement system of claim 1, wherein: the left pebble layer (13) is formed by paving two layers of pebble layers, and the width of the left pebble layer (13) is not less than 150 mm; the right pebble layer (16) is formed by paving two layers of pebble layers, and the width of the left pebble layer (13) is not less than 150 mm.
4. The kiln brick pitted surface sapphire sheet pavement system of claim 1, wherein: the inclination angles of the inclined planes on the two sides of the top surface of the cement mortar layer (4) are 3% -5%.
5. The kiln brick pitted surface sapphire sheet pavement system of claim 1, wherein: the right drainage pipe (14) comprises a vertical section (14.1) and an inclined section (14.2); the lower end of the vertical section (14.1) is positioned in the graded broken stone layer (2); the inclined section (14.2) is transversely embedded in the graded crushed stone layer (2), the upper end of the inclined section (14.2) is connected with the lower end of the vertical section (14.1), and the lower end of the inclined section (14.2) extends into the drainage ditch (8); the inclination of the inclined section (14.2) is not less than 1%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221491147.1U CN217399303U (en) | 2022-06-15 | 2022-06-15 | Kiln brick pitted surface green stone plate pavement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221491147.1U CN217399303U (en) | 2022-06-15 | 2022-06-15 | Kiln brick pitted surface green stone plate pavement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217399303U true CN217399303U (en) | 2022-09-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221491147.1U Active CN217399303U (en) | 2022-06-15 | 2022-06-15 | Kiln brick pitted surface green stone plate pavement system |
Country Status (1)
| Country | Link |
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| CN (1) | CN217399303U (en) |
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2022
- 2022-06-15 CN CN202221491147.1U patent/CN217399303U/en active Active
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