CN110468646A - A kind of levelling technique of water-permeable brick laying - Google Patents
A kind of levelling technique of water-permeable brick laying Download PDFInfo
- Publication number
- CN110468646A CN110468646A CN201910801889.6A CN201910801889A CN110468646A CN 110468646 A CN110468646 A CN 110468646A CN 201910801889 A CN201910801889 A CN 201910801889A CN 110468646 A CN110468646 A CN 110468646A
- Authority
- CN
- China
- Prior art keywords
- levelling
- laid
- bar
- basal plane
- water
- 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.)
- Pending
Links
- 239000011449 brick Substances 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000004140 cleaning Methods 0.000 claims abstract description 7
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 4
- 238000009499 grossing Methods 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 5
- 239000012790 adhesive layer Substances 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 239000004571 lime Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 239000013535 sea water Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000004069 differentiation Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
-
- 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Abstract
The present invention relates to technical field of municipal construction, in particular to a kind of water-permeable brick is laid with levelling technique, and comprise the technical steps that: 1) cleaning is laid with basal plane；2) bonding mortar is spread；3) leveling tool is assembled；4) levelling bar slot is opened；5) levelling；6) it is laid with water-permeable brick；7) joint filling.It is levelling that levelling bar auxiliary is arranged in the present invention on being laid with basal plane, not only can guarantee it is levelling after laying basal plane flatness, also ensure it is levelling after laying basal plane do not tilt, super flat auxiliary device is equipped with two super flat bar, both it can guarantee in the stability for carrying out super flat operation Shi Chaoping auxiliary device, it can guarantee super flat effect again, moreover it is possible to increase substantially that work efficiency is high；There is chamfering at super flat bar both ends, prevent from hanging by sand-lime when striking off operation, guarantee can leave a work surface smooth, without scratch after the completion of striking off operation.
Description
Technical field
The present invention relates to technical field of municipal construction, in particular to a kind of water-permeable brick is laid with levelling technique.
Background technique
Water-permeable brick is originating from Holland, and during Dutchman encloses Hai Zaocheng, discovery arranges the ground after seawater can be because long
Phase does not reach moisture and causes continual surface subsidence, once the dykes and dams on coastline are rushed to open, seawater can be rushed rapidly
To the city more much lower than sea level, or even city of entirely bordering on the sea can all be flooded, in order to make ground no longer sink, Dutchman's system
The small-sized pavement brick for having made 200 × 100 × 60mm is laid on surface of the street, and the gap 2mm is reserved between brick and brick, through excessive
Secondary differentiation, China related technical personnel use rubble that cement and colloidality additive is added as raw material, make its permeable speed and and strong
Degree can meet the needs of urban pavement, and this brick is only municipal pavement usage, water-permeable brick truly.
In municipal water-permeable brick process of deployment, generally require to be laid with basal plane carry out it is levelling, with guarantee be laid with water-permeable brick after
Ground it is smooth.
The levelling technique of the prior art often after unwrapping wire determines benchmark, is struck off, such levelling technique energy using scraper plate
Guarantee the surfacing of basal plane, but cannot accurately correct the gradient of basal plane.
Summary of the invention
The present invention overcomes deficiency in the prior art, provides a kind of water-permeable brick and be laid with levelling technique and its device.
In order to solve the above-mentioned technical problem, the present invention is achieved by the following technical solutions:
A kind of levelling technique of water-permeable brick laying: it is characterised in that it includes following processing step:
1) cleaning is laid with basal plane: being tamped, is cleared up to laying basal plane, keeps laying basal plane smooth, cleaning is laid with watt on basal plane
Gravel, bulk soil block；
2) it spreads bonding mortar: being laid with the hard cement mortar adhesive layer of 25 ~ 35mm thickness on being laid with basal plane；
3) it assembles leveling tool: a section levelling bar being connected, is assembled to consistent be laid with basal plane length；
4) it opens levelling bar slot: the width for being laid with basal plane being divided into three parts, at the one third of width, is put at 2/3rds
Line, unwrapping wire length after unwrapping wire, opens levelling bar slot along institute's unwrapping wire from the one end for starting to be laid with to the other end for being laid with end, levelling
The width of bar groove width and levelling bar is consistent, and the thickness of levelling bar groove depth and levelling bar is consistent；
5) levelling: levelling bar being caught in the levelling slot held successfully, will be struck off at laying basal plane out-of-flatness using trowel is pushed away, with level
Instrument smooths two levelling bars, makes two levelling bar highest points in same level, during smoothing, constantly with push away trowel will not
Smooth place strikes off, and on the basis of two levelling bar highest points, pushes to spread along the one end for being laid with basal plane using super flat auxiliary device is longitudinal
If the other end of basal plane, after being laid with basal plane smoothing, levelling bar is taken out, the seam left after levelling bar will be taken out using trowel is pushed away
It fills and leads up；
6) it is laid with water-permeable brick: being laid with water-permeable brick on the basal plane after striking off using abovementioned steps；
7) filling joint filling joint filling: is carried out to the gap formed between water-permeable brick.
Preferably, the super flat auxiliary device includes two super flat bar, and the two super flat bar sizes are consistent, flat side by side
Row is placed, and each super flat bar includes a cross bar, and several quarter butts are symmetrically rabbeted at the cross bar both ends, is used between two cross bars
Several to be bolted, the two cross bar tops are connected with a backplate, are fixedly connected with handle in the middle part of the backplate, the backplate and
Have angle between the handle, the handle two sides respectively have an inverted triangle support frame vertex to be fixedly connected on backplate, it is described fall
Triangular support bracket another summit is fixedly connected on handle.
Preferably, the cross bar and quarter butt both ends offer cylindric groove one, the cross bar and quarter butt
And be respectively embedded into groove one with hard modeling stick one between the quarter butt and quarter butt and dock, two interlockings are in outermost quarter butt
There is chamfering in downside outer end.
Preferably, it is bolted between two cross bars at least two.
Preferably, the angle between the backplate and the handle is 25 ~ 35 degree.
Preferably, the levelling bar is solid cylindrical, and the levelling bar both ends offer cylindric hollow
Slot two, the adjacent levelling bar hard modeling stick two of two sections are respectively embedded into the docking of groove two.
Preferably, the levelling shank diameter is 10 ~ 15mm.
Compared with prior art, the beneficial effects of the present invention are: levelling bar auxiliary is arranged in the present invention on being laid with basal plane looks for
It is flat, not only can guarantee it is levelling after laying basal plane flatness, moreover it is possible to guarantee it is levelling after laying basal plane do not tilt.Super flat auxiliary
Device is equipped with two super flat bar, not only can guarantee and has carried out the stability of super flat operation Shi Chaoping auxiliary device, but also can guarantee super flat effect
Fruit, moreover it is possible to increase substantially that work efficiency is high；Super flat pole length is adjustable, not only easy to use, moreover it is possible to reduce construction cost；It is super
There is chamfering at flat bar both ends, prevent from hanging by sand-lime when striking off operation, guarantee strike off can leave after the completion of operation one it is smooth,
Work surface without scratch.
Detailed description of the invention
The present invention is described in further detail with specific embodiment with reference to the accompanying drawing:
Fig. 1 is levelling bar docking structure schematic diagram of the invention；
Fig. 2 is levelling bar left view structural representation of the invention；
Fig. 3 is super flat auxiliary device schematic view of the front view of the invention；
Fig. 4 is super flat auxiliary device overlooking structure diagram of the invention；
Fig. 5 is the super flat super flat rod structure schematic diagram of auxiliary device of the invention；
In figure: 1 levelling bar, 2 grooves, 3 hard mould stick, 4 super flat auxiliary device, 41 cross bars, 42 bolts, 43 handles, 44 supports
Frame, 45 chamferings, 46 backplates, 47 quarter butts, 48 grooves one, 49 hard mould stick one, 410 super flat bar.
Specific embodiment
A kind of levelling technique of water-permeable brick laying；It comprises the technical steps that:
1) cleaning is laid with basal plane: being tamped, is cleared up to laying basal plane, keeps laying basal plane smooth, cleaning is laid with watt on basal plane
Gravel, bulk soil block；
2) it spreads bonding mortar: being laid with the hard cement mortar adhesive layer of 25 ~ 35mm thickness on being laid with basal plane；
3) it assembles leveling tool: a section levelling bar 1 being connected, is assembled to consistent be laid with basal plane length；
4) it opens levelling bar slot: the width for being laid with basal plane being divided into three parts, at the one third of width, is put at 2/3rds
Line, unwrapping wire length after unwrapping wire, opens levelling bar slot along institute's unwrapping wire from the one end for starting to be laid with to the other end for being laid with end, levelling
The width of bar groove width and levelling bar 1 is consistent, and the thickness of levelling 1 groove depth of bar and levelling bar is consistent；
5) levelling: levelling bar 1 being caught in the levelling slot held successfully, will be struck off at laying basal plane out-of-flatness using trowel is pushed away, and use water
Level smooths two levelling bars, makes two levelling 1 highest points of bar in same level, during smoothing, constantly with pushing away trowel
It will strike off at out-of-flatness, on the basis of two levelling 1 highest points of bar, pushed away using super flat auxiliary device is longitudinal along the one end for being laid with basal plane
Levelling bar is taken out after being laid with basal plane smoothing to the other end for being laid with basal plane, using being left after pushing away trowel and taking out levelling bar
Seam fill and lead up；
6) it is laid with water-permeable brick: being laid with water-permeable brick on the basal plane after striking off using abovementioned steps；
7) filling joint filling joint filling: is carried out to the gap formed between water-permeable brick.
Further, as in Figure 3-5, the super flat auxiliary device 4 includes two super flat bar 410, two super 410 size of flat bar
Unanimously, side-by-side parallel is placed, as shown in figure 5, each super flat bar 410 includes a cross bar 41,41 both ends of cross bar are symmetrically rabbeted several
Quarter butt 47 guarantees that the total length of super flat bar 410 is consistent with base width is laid with, if being connected between two cross bars 41 with bolt stem 42,
Two cross bars, 41 top is connected with a backplate 46, handle 43 is fixedly connected in the middle part of backplate 46, between backplate 46 and the handle 43
There is angle, 43 two sides of handle respectively have 44 vertex of an inverted triangle support frame to be fixedly connected on backplate 46, and inverted triangle support frame 44 is another
One vertex is fixedly connected on handle 43.
Further, the cross bar 41 and 47 both ends of quarter butt offer cylindric groove 1, cross bar 41 and quarter butt
It is respectively embedded into groove 1 with hard modeling stick 1 between 47 and the quarter butt 47 and quarter butt 47 to dock, two interlockings are in outermost
47 downside outer end of quarter butt have chamfering 45.
Further, it is connected between two cross bars 41 at least two bolts 42.
Further, the angle between the backplate 46 and the handle 43 is 25 ~ 35 degree.
Further, as shown in Figs. 1-2, the levelling bar 1 is solid cylindrical, and levelling 1 both ends of bar offer cylinder
Shape groove 22, the levelling bar 1 of two adjacent sections mould stick 23 with hard and are respectively embedded into the docking of groove 22.
Further, 1 diameter of levelling bar is 10 ~ 15mm.
Technical characteristic of the present invention without description can realize that details are not described herein by or using the prior art, certainly,
Above-mentioned specific embodiment is not limitation of the present invention, and the present invention is also not limited to above-mentioned specific embodiment, this skill
The variations, modifications, additions or substitutions that the those of ordinary skill in art field is made within the essential scope of the present invention should also be fallen into
Protection scope of the present invention.
Claims (7)
1. a kind of water-permeable brick is laid with levelling technique: it is characterised in that it includes following processing step:
1) cleaning is laid with basal plane: being tamped, is cleared up to laying basal plane, keeps laying basal plane smooth, cleaning is laid with watt on basal plane
Gravel, bulk soil block；
2) it spreads bonding mortar: being laid with the hard cement mortar adhesive layer of 25 ~ 35mm thickness on being laid with basal plane；
3) it assembles leveling tool: a section levelling bar (1) being connected, is assembled to consistent be laid with basal plane length；
4) it opens levelling bar slot: the width for being laid with basal plane being divided into three parts, at the one third of width, is put at 2/3rds
Line, unwrapping wire length after unwrapping wire, opens levelling bar slot along institute's unwrapping wire from the one end for starting to be laid with to the other end for being laid with end, levelling
The width of bar groove width and levelling bar is consistent, and the thickness of levelling bar (1) groove depth and levelling bar (1) is consistent；
5) levelling: levelling bar (1) being caught in the levelling slot held successfully, will be struck off, and used at laying basal plane out-of-flatness using trowel is pushed away
Level meter smooths two levelling bars (1), makes two levelling bar (1) highest points in same level, during smoothing, constantly uses
Pushing away trowel will strike off at out-of-flatness, longitudinal along laying using super flat auxiliary device (4) on the basis of two levelling bar (1) highest points
One end of basal plane pushes the other end for being laid with basal plane to, and after being laid with basal plane smoothing, levelling bar (1) is taken out, will using trowel is pushed away
The seam left after levelling bar (2) is taken out to fill and lead up；
6) it is laid with water-permeable brick: being laid with water-permeable brick on the basal plane after striking off using abovementioned steps；
7) filling joint filling joint filling: is carried out to the gap formed between water-permeable brick.
2. water-permeable brick according to claim 1 is laid with levelling technique, which is characterized in that super flat auxiliary device (4) packet
Two super flat bar (410) is included, two super flat bar (410) sizes are consistent, and side-by-side parallel is placed, and each super flat bar (410) is wrapped
It includes a cross bar (41), cross bar (41) both ends are symmetrically rabbeted several quarter butts (47), with several spiral shells between two cross bars (41)
Bolt (42) connection, two cross bar (41) tops are connected with a backplate (46), are fixedly connected with handle in the middle part of the backplate (46)
(43), there is angle between the backplate (46) and the handle (43), respectively there are an inverted triangle support frame in handle (43) two sides
(44) vertex is fixedly connected on backplate (46), and inverted triangle support frame (44) another summit is fixedly connected on handle (43)
On.
3. water-permeable brick according to claim 2 is laid with levelling technique, which is characterized in that the cross bar (41) and quarter butt (47)
Both ends offer cylindric groove one (48), the cross bar (41) and quarter butt (47) and the quarter butt (47) and quarter butt (47)
Between with hard modeling stick one (49) be respectively embedded into groove one (48) docking, two interlockings are on the downside of the outermost quarter butt (47)
Outer end has chamfering (45).
4. water-permeable brick according to claim 2 is laid with levelling technique, which is characterized in that with extremely between two cross bars (41)
Few two bolts (42) connection.
5. water-permeable brick according to claim 2 is laid with levelling technique, which is characterized in that the backplate (46) and the handle
(43) angle between is 25 ~ 35 degree.
6. water-permeable brick according to claim 1 is laid with levelling technique, which is characterized in that the levelling bar (1) is filled circles
Column, levelling bar (1) both ends offer cylindric groove two (2), and the adjacent levelling bar of two sections (1) is moulded with hard
Stick two (3) is respectively embedded into groove two (2) docking.
7. water-permeable brick according to claim 1 is laid with levelling technique, which is characterized in that levelling bar (1) diameter is 10 ~
15mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910801889.6A CN110468646A (en) | 2019-08-28 | 2019-08-28 | A kind of levelling technique of water-permeable brick laying |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910801889.6A CN110468646A (en) | 2019-08-28 | 2019-08-28 | A kind of levelling technique of water-permeable brick laying |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110468646A true CN110468646A (en) | 2019-11-19 |
Family
ID=68512461
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910801889.6A Pending CN110468646A (en) | 2019-08-28 | 2019-08-28 | A kind of levelling technique of water-permeable brick laying |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110468646A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040071509A1 (en) * | 2002-10-09 | 2004-04-15 | Frankeny Albert D. | Portable screed guidance system |
| CN102140836A (en) * | 2010-01-29 | 2011-08-03 | 华煜建设集团有限公司 | Construction method of large-size floor tile |
| CN106664835A (en) * | 2015-11-06 | 2017-05-17 | 余姚市爱佟塑料制品厂 | Levelling mechanism |
| CN207079876U (en) * | 2017-08-14 | 2018-03-09 | 吴江华泰建设工程有限公司 | A kind of flooring leveling unit of finishing |
| CN108104401A (en) * | 2017-12-30 | 2018-06-01 | 浙江亚厦装饰股份有限公司 | Basic ground assembly and installation method |
| CN208578305U (en) * | 2018-06-15 | 2019-03-05 | 湖北汇林建材有限公司 | A kind of leveling unit for house ornamentation |
-
2019
- 2019-08-28 CN CN201910801889.6A patent/CN110468646A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040071509A1 (en) * | 2002-10-09 | 2004-04-15 | Frankeny Albert D. | Portable screed guidance system |
| CN102140836A (en) * | 2010-01-29 | 2011-08-03 | 华煜建设集团有限公司 | Construction method of large-size floor tile |
| CN106664835A (en) * | 2015-11-06 | 2017-05-17 | 余姚市爱佟塑料制品厂 | Levelling mechanism |
| CN207079876U (en) * | 2017-08-14 | 2018-03-09 | 吴江华泰建设工程有限公司 | A kind of flooring leveling unit of finishing |
| CN108104401A (en) * | 2017-12-30 | 2018-06-01 | 浙江亚厦装饰股份有限公司 | Basic ground assembly and installation method |
| CN208578305U (en) * | 2018-06-15 | 2019-03-05 | 湖北汇林建材有限公司 | A kind of leveling unit for house ornamentation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202298648U (en) | Soil-retaining anti-scouring system for self-embedded type flower drop wall | |
| CN104846781A (en) | Ecological interlocking block and ecological interlocking block type slope protection construction method | |
| CN210856865U (en) | Roadbed flattening device for highway construction | |
| CN109024987A (en) | Construction method is poured after a kind of toilet shear wall | |
| CN110184880A (en) | Pavement stone plate laying method and pavement construction method | |
| CN110468646A (en) | A kind of levelling technique of water-permeable brick laying | |
| CN210238534U (en) | Flexible reverse-wrapping backfill structure for annular inner support large-diameter corrugated pipe culvert | |
| CN104675135B (en) | Repairing method of carved stone cave eaves of stone cave temple | |
| CN206752987U (en) | A kind of trowel | |
| CN206070319U (en) | Curb is with regard to position fixture | |
| CN205776083U (en) | A kind of chain the guarding wave slope protection prefabricated section system | |
| CN105926652B (en) | A kind of reinforcement means and structure of earth-retaining sloping core | |
| CN210886857U (en) | Auxiliary device is laid to brick that permeates water | |
| CN104763158A (en) | Joggle joint type lightweight aggregate interlocking block construction method | |
| CN204174629U (en) | A kind of light-duty precipitation well point ater-casting, underground building multi-way prevention plugging structure | |
| CN210459280U (en) | Drip irrigation type plant-planting ecological earth-retaining giant block and paving structure thereof | |
| CN209779677U (en) | Novel flexible retaining wall | |
| CN208702139U (en) | A kind of construction template structure of toilet wall | |
| CN209816862U (en) | Construction supporting device of town road drainage structures | |
| CN207904690U (en) | One kind is anti-to topple over aquaretic kerbstone | |
| CN108755358A (en) | A kind of construction method on bank protection grinding coagulation dirt road road | |
| CN205954643U (en) | Concrete bank protection suppression instrument | |
| CN205387721U (en) | Highway retaining wall reinforced structure | |
| CN220133547U (en) | Multifunctional clay tile cutter | |
| CN110306546B (en) | Method for repairing reinforced pile head |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |