CN110017025A - A kind of passageway stone floor paving technique - Google Patents
A kind of passageway stone floor paving technique Download PDFInfo
- Publication number
- CN110017025A CN110017025A CN201910336064.1A CN201910336064A CN110017025A CN 110017025 A CN110017025 A CN 110017025A CN 201910336064 A CN201910336064 A CN 201910336064A CN 110017025 A CN110017025 A CN 110017025A
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- fixed block
- passageway
- face
- face plate
- protective layer
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- 239000004575 stone Substances 0.000 title claims abstract description 61
- 238000000034 method Methods 0.000 title claims abstract description 19
- 239000000463 material Substances 0.000 claims abstract description 42
- 239000011241 protective layer Substances 0.000 claims abstract description 41
- 238000010276 construction Methods 0.000 claims abstract description 29
- 239000010410 layer Substances 0.000 claims abstract description 26
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 19
- 238000009434 installation Methods 0.000 claims abstract description 12
- 238000004026 adhesive bonding Methods 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 41
- 239000010959 steel Substances 0.000 claims description 41
- 239000011083 cement mortar Substances 0.000 claims description 25
- 239000000945 filler Substances 0.000 claims description 11
- 238000005266 casting Methods 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 4
- 238000004826 seaming Methods 0.000 claims description 2
- 229910017435 S2 In Inorganic materials 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 6
- 239000003292 glue Substances 0.000 description 5
- 238000004080 punching Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 241000272165 Charadriidae Species 0.000 description 1
- 208000028804 PERCHING syndrome Diseases 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of passageway stone floor paving techniques comprising following steps: S1, construction of waterproof layer；Railing fixed block is built towards outdoor side in passageway, is sequentially arranged above screed-coat and waterproof layer in passageway；S2, protective layer are laid with；Protective layer is set on waterproof layer；S3, aproll construction；The installation duct that perforation is drilled through on railing fixed block side wall enters outlet pipe in mounting hole trace interpolation and gluing is fixed；S4, stone material are mated formation；The stone material not cut is named as entire panel；Stone material is cut, formation faces shingle nail and faces face plate, and drainage hole is drilled through on facing face plate；Cushion block is installed on the protection layer, faces bar cushion block and support construction, and entire panel is installed, face plate is faced and faces shingle nail in the top of aforementioned three；S5, skirting construction；S6, structure construction on railing fixed block.It is maked somebody a mere figurehead between stone material and protective layer of the present invention, and has opened up drainage hole on facing face plate, be conducive to the draining on passageway.
Description
Technical field
The present invention relates to the technical fields of ground paving, more particularly, to a kind of passageway stone floor paving technique.
Background technique
Corridor is the passageway for having top, for connecting the strip of two larger areas.Outdoor corridor is connected to outdoor
Space and the interior space, have the effect of transition.Since outdoor weather difficulty is surveyed, in order to extend the service life on corridor ground with
And it is convenient to clean cleaning, it will usually the material using stone material as ground paving.
As shown in fig. 6, the corridor passageway stone floor construction method of the prior art is as follows: S1, far from structure on passageway 1
The side of wall 2 builds railing fixed block 11；S2 is laid with cement mortar on passageway 1 and forms screed-coat 12；S3, in screed-coat
It is laid with one layer of cement mortar on 12, stone material is placed in cement mortar, beats stone surface using glue hammer and makes stone material and water
Cement mortar comes into full contact with；It is corrected using flatness of the horizontal ruler to stone surface；S4, using cement mortar in structure wall
The fixed skirting 22 in 2 side, 22 bottom of skirting is pushed against in stone material upper surface；S5, the non-floating rail on railing fixed block 11
111, then utilize cement mortar in the surface paving protection panels 112 of railing fixed block 11, protection panels 11 and skirting 22
Material and solid colour.
Prior art among the above has the following deficiencies: that the side due to aforementioned passageway is free surrounding space, when encountering
When rainwater weather, rainwater can enter in passageway, cause rainwater savings between skirting and railing fixed block, can not carry out very well
Aproll.
Summary of the invention
The object of the present invention is to provide a kind of passageway stone floor paving techniques, can be in rainwater weather, to passageway
The rainwater of interior savings carries out preferable aproll, so that people be facilitated to walk on passageway.
Foregoing invention purpose of the invention has the technical scheme that
A kind of passageway stone floor paving technique, includes the following steps；
S1, construction of waterproof layer
Side on passageway far from structure wall builds railing fixed block, and is laid with cement between railing fixed block and wall
Mortar forms screed-coat；Waterproof layer is laid with above screed-coat, waterproof layer side extends to structure wall surface；
S2, protective layer are laid with
It is laid with cement mortar on waterproof layer, forms protective layer；
S3, aproll construction
It drills on railing fixed block towards the side of structure wall, forms installation duct, installation duct penetrates through railing fixed block；
Enter outlet pipe in mounting hole trace interpolation, gluing is solid between opening and railing fixed block of the outlet pipe towards structure wall one end
It is fixed；
S4, stone material are mated formation；
Stone material is cut, formation faces shingle nail and faces face plate, and drainage hole is drilled through on facing face plate；It will not cut
Stone material be named as entire panel；Cushion block is placed on the protection layer, and cushion block is equidistantly spaced apart；Close to railing fixed block
It is placed on protective layer and faces bar cushion block, faced bar cushion block and railing fixed block is inconsistent；It is installed on the protective layer close to structure wall
Support construction；
Entire panel is placed above cushion block, four angles of entire panel are located at the upper surface of four cushion blocks；Facing bar pad
It is placed between block and cushion block adjacent thereto and faces face plate, the end face for facing face plate is pushed against in railing fixed block surface；It is supporting
It is placed between structure and cushion block adjacent thereto and faces shingle nail, the protective layer faced on the end face and structure wall of shingle nail contradicts；
Facing face plate and is facing face plate, faces face plate and entire panel, entire panel and entire panel, entire panel and face metope
Plate faces shingle nail and faces shingle nail, seaming position cram gap filler；
S5, skirting construction
Cement mortar is smeared on structure wall, and skirting is attached in cement mortar, and the bottom of skirting and Lin Qiang
Panel contradicts；
S6, structure construction on railing fixed block
Railing is installed on railing fixed block, and smears cement mortar in the outer surface of railing fixed block, is pasted in cement mortar
Attached protection panels；Positioned at the protection panels faced above face plate with face face plate and mutually contradict.
By using above-mentioned technical proposal, water energy of the savings on passageway enough passes through drainage hole and enters protective layer and stone material
Between, then outdoor is discharged to by outlet pipe, it is possible to reduce the ponding in passageway enables the ground in passageway normal for people
Walking.
Gluing is fixed between opening and railing fixed block of the outlet pipe towards structure wall one end, can be improved outlet pipe
Bonding strength between railing fixed block, and reduce rainwater and penetrated into from the position between water outlet pipe outer wall and railing fixed block
Probability.
Gap filler can be improved bonding strength and connection integrity between stone material, to extend the use longevity on passageway ground
Life.
The present invention is further arranged to: in the protective layer of S2 is laid with, the protective layer upper surface forms apron slope, aproll
Slope self-structure wall is arranged diagonally downward towards the direction of railing fixed block.
By using above-mentioned technical proposal, so that the rainwater of stone surface savings is quickly flow under the guiding on inclined-plane
In drainage hole, the effect of aproll is improved.
The present invention is further arranged to: in the aproll construction of S3, installing duct along the length direction of railing fixed block
It offers multiple.
By using above-mentioned technical proposal, aproll effect is further increased.
The present invention is further arranged to: in the aproll construction of S3, installation duct is from railing fixed block towards structure wall
A side be tilted down setting to railing fixed block far from the side of structure wall, and duct is installed and is located at railing fixed block court
It is aligned to the bottom of one end of structure wall with protective layer top surface.
By using above-mentioned technical proposal, accelerate the speed of rainwater flowing, to improve water guide efficiency.
The present invention is further arranged to: in the stone material of S4 is mated formation, the work progress of the support construction is as follows, takes perpendicular steel
Pipe welds lateral steel plate in perpendicular steel pipe one end；Concrete is built on the protection layer, perpendicular steel pipe is plugged in concrete, to mixed
Fixed concrete block is formed after solidifying soil solidification；The upper surface of lateral steel plate is located at the top of cushion block upper surface adjacent thereto, faces metope
The side of plate is supported on lateral steel plate.
By using above-mentioned technical proposal, lateral steel plate has more preferably compression strength and toughness, can be to facing shingle nail
Preferably supported.Since the upper surface of lateral steel plate is located at the top of cushion block upper surface adjacent thereto, enable rainwater
Enough positions for more quickly flowing to drainage hole along stone surface under the effect of gravity are lauched efficiency to improve.
The present invention is further arranged to: in the stone material of S4 is mated formation, before casting concrete, being located at structure wall
Short steel plate is attached on protective layer；After the completion of short steel plate and fixed concrete block are in formed by integrally casting, and fixed concrete block pours, by lateral steel plate
It is welded with short steel plate.
By using above-mentioned technical proposal, the setting of short steel plate can be right, and the protective layer of counter structure wall is protected.
It, can be to facing shingle nail so that the integral strength of entire support construction is more preferable secondly, short steel plate and lateral steel plate are welded as entirety
Preferably supported.
The present invention is further arranged to: in the stone material of S4 is mated formation, the cushion block is consistent with the size for facing bar cushion block, and
For truncated cone-shaped setting.
By using above-mentioned technical proposal, the cushion block of truncated cone-shaped has better structural strength and structure steady with bar cushion block is faced
It is qualitative, to preferably be supported to stone material.
The present invention is further arranged to: in the stone material of S4 is mated formation, being inserted into sleeve in drainage hole, sleeve outer wall and is lauched
Outer wall of hole gluing is fixed；Face between bar cushion block and cushion block adjacent thereto place face face plate after, face being lauched in face plate
Hole is close to railing fixed block.
By using above-mentioned technical proposal, the setting of sleeve can protect drainage hole, face face plate to extend
Service life, and reduce and face in face plate drainage hole peripheral wall and the probability in crack occur since stress is concentrated.
The present invention is further arranged to: the sleeve inner is provided with spiral raised line.
By using above-mentioned technical proposal, spiral raised line can be oriented to the rainwater for proceeding to sleeve inner,
Blocking when to reduce excessive rainfall to drainage hole, can be improved the flow efficiency of rainwater.
The present invention is further arranged to: in the stone material of S4 is mated formation, being faced face plate and is being faced face plate, faces face plate and complete
Whole face plate, entire panel and entire panel, entire panel and face shingle nail, face shingle nail and face shingle nail, between middle position
Insertion vertical bar is set, then crams gap filler；After extracting vertical bar, it is formed in the middle part of gap filler and is lauched through-hole.
By using above-mentioned technical proposal, further increases and be lauched efficiency.
In conclusion advantageous effects of the invention are as follows:
1. cushion block is arranged between stone material and protective layer, faces bar cushion block and support construction, so that being formed between stone material and protective layer
Stilt layer；And drainage hole is opened up on facing face plate, the rainwater that stone material upper surface is put aside can be by being lauched
Hole enters on protective layer, then is discharged to outdoor by outlet pipe, reduces the probability of passageway upper ground surface ponding；
2. apron slope is arranged in surface on the protection layer, the efficiency of aproll is improved.
Detailed description of the invention
Fig. 1 is vertical cross section structural schematic diagram of the invention.
Fig. 2 is the partial enlargement diagram of part A in Fig. 1.
Fig. 3 is the structural schematic diagram of punching block in the present invention.
Fig. 4 is the partial enlargement diagram of part B in Fig. 1.
Fig. 5 is overlooking structure diagram of the invention.
Fig. 6 is the vertical cross section structural schematic diagram of the prior art.
In figure, 1, passageway；11, railing fixed block；111, railing；112, protection panels；12, screed-coat；13, waterproof layer；
14, protective layer；141, apron slope；142, face bar cushion block；143, cushion block；2, structure wall；21, short steel plate；22, skirting；3,
Duct is installed；31, outlet pipe；4, face shingle nail；5, face face plate；51, drainage hole；52, sleeve；521, raised line；6, complete face
Plate；7, punching block；8, support construction；81, fixed concrete block；82, steel pipe is erected；83, lateral steel plate；9, joint filling layer；91, it is lauched through-hole.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.
Referring to Fig.1, it is a kind of passageway stone floor paving technique disclosed by the invention, includes the following steps；
S1, waterproof layer 13 are constructed
Referring to Fig.1, the side on passageway 1 far from structure wall 2 builds railing fixed block 11, and in railing fixed block 11 and wall
It is laid with cement mortar between body, forms screed-coat 12.Waterproof layer 13 is laid with above screed-coat 12,13 side of waterproof layer extends to
2 surface of structure wall.Waterproof layer 13 can select water-repellent paint or waterproof roll.
S2, protective layer 14 are laid with
It is laid with cement mortar on waterproof layer 13, and cement mortar upper surface is carried out using perching knife to look for slope.It is solidifying to cement mortar
Gu protective layer 14 is formed after, and 14 upper surface of protective layer forms the apron slope 141 that the gradient is 3 ‰ -5 ‰, 141 self-structure of apron slope
Wall 2 towards the direction of railing fixed block 11 diagonally downward.
S3, aproll construction
It drills on railing fixed block 11 towards the side of structure wall 2 combined with Figure 1 and Figure 2, forms installation duct 3, mounting hole
Road 3 offers multiple along the length direction of railing fixed block 11.Duct 3 is installed from railing fixed block 11 towards structure wall 2
Side, diagonally downward and perforation railing fixed block 11.Installation duct 3 is located at railing fixed block 11 towards the one of structure wall 2
End, the top surface of the minimum point of inner wall 1 part of passageway corresponding with protective layer 14 is aligned.It is inserted into outlet pipe 31 in installation duct 3, out
One end of water pipe 31 is flushed with the side of railing fixed block 11 towards structure wall 2, and in outlet pipe 31 towards structure wall 2 one
Marine glue is smeared between the opening and railing fixed block 11 at end to be fixed.
S4, stone material are mated formation；
, the panel of stone material selection 600mm × 600mm.Setting-out is carried out to the position in the corresponding passageway 1 of protective layer 14, is determined along mistake
The quantity of the stone material of 1 width direction of road.Stone material is cut, formation faces shingle nail 4 and faces face plate 5, on facing face plate 5
Drainage hole 51 is drilled through, the diameter of drainage hole 51 is 3cm.The sleeve 52 of height with stone material consistency of thickness is chosen, is set inside sleeve 52
It is equipped with spiral raised line 521.The spreading glue on 52 outer wall of sleeve, and sleeve 52 is inserted into drainage hole 51 and is consolidated
It is fixed.
The stone material not cut is named as entire panel 6, shingle nail 4 is faced when mating formation and faces face plate 5 positioned at complete
The two sides of panel 6.
It is placed on the protective layer 14 close to railing fixed block 11 and faces bar cushion block 142,142 He of bar cushion block will be faced using glue
14 surface of protective layer is fixed, so that facing bar cushion block 142 and railing fixed block 11 is inconsistent.Cushion block is placed on protective layer 14
143, the distance between 143 upper surface center of adjacent pod is 600mm, using glue by cushion block 143 and 14 surface of protective layer into
Row is fixed.
Cushion block 143 is consistent with the size for facing bar cushion block 142, and the production method is as follows:
Referring to Fig. 3, columnar punching block 7 is made using iron plate, the corresponding columnar major part of punching block 7 is opening setting.In punching block 7
In pour pea gravel concreten, form round table-like structure after solidification and demoulded.
In conjunction with Fig. 1 and Fig. 4, short steel plate 21 is attached on the protective layer 14 for being located at structure wall 2, in short steel plate 21 far from knot
The side of structure wall 2 is installed by support construction 8.Support construction 8 includes fixed concrete block 81, perpendicular steel pipe 82 and lateral steel plate 83, is applied
Work process is as follows:
Perpendicular steel pipe 82 is taken, welds lateral steel plate 83 in perpendicular 82 one end of steel pipe.Template is built in the side of short steel plate 21, so that template
The space of cuboid, the casting concrete in the space are formed between short steel plate 21.And perpendicular steel pipe 82 is plugged in concrete
It is interior, fixed concrete block 81 is formed after concrete setting, and lateral steel plate 83 and short steel plate 21 are welded.At this point, lateral steel
83 upper surface of plate is located at the top of 143 upper surface of cushion block adjacent thereto.
In conjunction with Fig. 1 and Fig. 5, entire panel 6 is placed above cushion block 143, four angles of entire panel 6 are located at four
The upper surface of cushion block 143.If select stone material wherein one side length be greater than 600mm, then need in the lower section of stone material side length
Cushion block 143 is added, to improve the support effect to stone material.
Face face plate 5 facing to place between bar cushion block 142 and cushion block 143 adjacent thereto, the end face for facing face plate 5 pushes against
In 11 surface of railing fixed block, while drainage hole 51 is close to railing fixed block 11.
It is placed between support construction 8 and cushion block 143 adjacent thereto and faces shingle nail 4, face end face and the structure of shingle nail 4
Protective layer 14 on wall 2 contradicts.Facing face plate 5 and is facing face plate 5, faces face plate 5 and entire panel 6,6 and of entire panel
Entire panel 6, entire panel 6 and face shingle nail 4, face shingle nail 4 and face shingle nail 4, between medium position insertion vertical bar (figure
In be not shown), then cram gap filler；So that being blocked between gap filler by vertical bar.When gap filler is in semi-fluid condition, extract
Vertical bar forms joint filling layer 9 after gap filler solidification, and is formed in the middle part of joint filling layer 9 and is lauched through-hole 91.
S5, skirting 22 are constructed
Cement mortar is smeared on structure wall 2, and skirting 22 is attached in cement mortar, and skirting 22 is located at structural wall
The lower section of the protective layer 14 of body 2, and the bottom of skirting 22 is contradicted with 4 upper surface of shingle nail is faced.
S6, structure construction on railing fixed block 11
Railing 111 is installed on railing fixed block 11.Cement mortar is smeared in the outer surface of railing fixed block 11, in cement mortar
Upper attaching protection panels 112, and be located at the protection panels 112 for facing 5 top of face plate and face face plate 5 and mutually contradict.Protection face
The material and color of plate 112 are identical as skirting 22.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (10)
1. a kind of passageway stone floor paving technique, it is characterised in that: include the following steps；
S1, waterproof layer (13) construction
Side on passageway (1) far from structure wall (2) builds railing fixed block (11), and in railing fixed block (11) and wall
It is laid with cement mortar between body, is formed screed-coat (12)；Waterproof layer (13) are laid with above screed-coat (12), waterproof layer (13) one
Side extends to structure wall (2) surface；
S2, protective layer (14) are laid with
It is laid with cement mortar on waterproof layer (13), is formed protective layer (14)；
S3, aproll construction
It drills on railing fixed block (11) towards the side of structure wall (2), forms installation duct (3), installation duct (3) is passed through
Layout of a page without columns bar fixed block (11)；Outlet pipe (31) are inserted into installation duct (3), in outlet pipe (31) towards structure wall (2) one
Gluing is fixed between the opening and railing fixed block (11) at end；
S4, stone material are mated formation；
Stone material is cut, formation is faced shingle nail (4) and faced face plate (5), drills through drainage hole on facing face plate (5)
(51)；The stone material not cut is named as entire panel (6)；Cushion block (143) are placed on protective layer (14), cushion block
(143) it is equidistantly spaced apart；It is placed on the protective layer (14) close to railing fixed block (11) and faces bar cushion block (142), face bar
Cushion block (142) and railing fixed block (11) are inconsistent；Support construction is installed on the protective layer (14) close to structure wall (2)
(8)；
Entire panel (6) are placed above cushion block (143), four angles of entire panel (6) are located at four cushion blocks (143)
Upper surface；Face face plate (5) facing to place between bar cushion block (142) and cushion block adjacent thereto (143), faces face plate (5)
End face is pushed against in railing fixed block (11) surface；It is placed between support construction (8) and cushion block adjacent thereto (143) and faces metope
Plate (4), faces the end face of shingle nail (4) and the protective layer (14) on structure wall (2) contradicts；Face face plate (5) and faces pole face
Plate (5) faces face plate (5) and entire panel (6), entire panel (6) and entire panel (6), entire panel (6) and faces shingle nail
(4), face shingle nail (4) and face shingle nail (4), seaming position cram gap filler；
S5, skirting (22) construction
Cement mortar is smeared on structure wall (2), and skirting (22) is attached in cement mortar, and skirting (22)
Bottom is contradicted with shingle nail (4) are faced；
S6, structure construction on railing fixed block (11)
Railing (111) are installed on railing fixed block (11), and smear cement mortar in the outer surface of railing fixed block (11),
Protection panels (112) are attached in cement mortar；Positioned at the protection panels (112) faced above face plate (5) with face face plate (5) phase
Mutually contradict.
2. a kind of passageway stone floor paving technique according to claim 1, it is characterised in that: in the protective layer (14) of S2
In laying, protective layer (14) upper surface forms apron slope (141), and apron slope (141) self-structure wall (2) is solid towards railing
The direction for determining block (11) is arranged diagonally downward.
3. a kind of passageway stone floor paving technique according to claim 1, it is characterised in that: construct in the aproll of S3
In, installation duct (3) offers multiple along the length direction of railing fixed block (11).
4. a kind of passageway stone floor paving technique according to claim 3, it is characterised in that: construct in the aproll of S3
In, installation duct (3) is from railing fixed block (11) towards a side of structure wall (2) to railing fixed block (11) far from structural wall
The side of body (2) is tilted down setting, and installs duct (3) and be located at railing fixed block (11) towards the one of structure wall (2)
The bottom at end is aligned with protective layer (14) top surface.
5. a kind of passageway stone floor paving technique according to claim 1, it is characterised in that: mat formation in the stone material of S4
In, the work progress of the support construction (8) is as follows, takes perpendicular steel pipe (82), welds lateral steel plate in perpendicular steel pipe (82) one end
(83)；Concrete is built on protective layer (14), perpendicular steel pipe (82) is plugged in concrete, is formed after concrete setting solid
Determine concrete block (81)；The upper surface of lateral steel plate (83) is located at the top of cushion block (143) upper surface adjacent thereto, faces shingle nail
(4) side is supported on lateral steel plate (83).
6. a kind of passageway stone floor paving technique according to claim 5, it is characterised in that: mat formation in the stone material of S4
In, before casting concrete, short steel plate (21) are attached on the protective layer (14) for being located at structure wall (2)；Short steel plate (21)
It is in formed by integrally casting with fixed concrete block (81), and after the completion of fixed concrete block (81) pour, by lateral steel plate (83) and short steel plate (21)
It is welded.
7. a kind of passageway stone floor paving technique according to claim 1, it is characterised in that: mat formation in the stone material of S4
In, the cushion block (143) is consistent with the size for facing bar cushion block (142), and is truncated cone-shaped setting.
8. a kind of passageway stone floor paving technique according to claim 1, it is characterised in that: mat formation in the stone material of S4
In, sleeve (52) are inserted into drainage hole (51), sleeve (52) outer wall and drainage hole (51) outer wall gluing are fixed；Facing bar cushion block
(142) it is placed between cushion block adjacent thereto (143) after facing face plate (5), the drainage hole (51) faced on face plate (5) is close
Railing fixed block (11).
9. a kind of passageway stone floor paving technique according to claim 8, it is characterised in that: the sleeve (52) is internal
It is provided with spiral raised line (521).
10. a kind of passageway stone floor paving technique according to claim 1, it is characterised in that: mat formation in the stone material of S4
In, facing face plate (5) and is facing face plate (5), faces face plate (5) and entire panel (6), entire panel (6) and entire panel
(6), entire panel (6) and face shingle nail (4), face shingle nail (4) and face shingle nail (4), between medium position be inserted into vertical bar,
Gap filler is crammed again；After extracting vertical bar, it is formed in the middle part of gap filler and is lauched through-hole (91).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910336064.1A CN110017025B (en) | 2019-04-24 | 2019-04-24 | Paving process for corridor stone floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910336064.1A CN110017025B (en) | 2019-04-24 | 2019-04-24 | Paving process for corridor stone floor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110017025A true CN110017025A (en) | 2019-07-16 |
| CN110017025B CN110017025B (en) | 2021-01-08 |
Family
ID=67192421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910336064.1A Expired - Fee Related CN110017025B (en) | 2019-04-24 | 2019-04-24 | Paving process for corridor stone floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110017025B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5839852A (en) * | 1995-05-31 | 1998-11-24 | Mattson; Jack | Road spillway |
| WO2008129523A1 (en) * | 2007-04-18 | 2008-10-30 | Kingspan Research And Developments Limited | A cladding panel |
| CN201695582U (en) * | 2010-04-30 | 2011-01-05 | 唐山德生防水材料有限公司 | Double-layer waterproof and double-layer water draining structure for heat-insulating roof |
| CN202787015U (en) * | 2012-10-08 | 2013-03-13 | 杭州华东市政园林工程有限公司 | Landscape ecology framework |
| CN108385932A (en) * | 2018-03-09 | 2018-08-10 | 北京市建筑工程装饰集团有限公司 | The laying method of macroplate stone material |
| CN108442649A (en) * | 2018-06-06 | 2018-08-24 | 中铁八局集团第四工程有限公司 | The underground space can white-out infiltration ground structure and its construction method |
-
2019
- 2019-04-24 CN CN201910336064.1A patent/CN110017025B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5839852A (en) * | 1995-05-31 | 1998-11-24 | Mattson; Jack | Road spillway |
| WO2008129523A1 (en) * | 2007-04-18 | 2008-10-30 | Kingspan Research And Developments Limited | A cladding panel |
| CN201695582U (en) * | 2010-04-30 | 2011-01-05 | 唐山德生防水材料有限公司 | Double-layer waterproof and double-layer water draining structure for heat-insulating roof |
| CN202787015U (en) * | 2012-10-08 | 2013-03-13 | 杭州华东市政园林工程有限公司 | Landscape ecology framework |
| CN108385932A (en) * | 2018-03-09 | 2018-08-10 | 北京市建筑工程装饰集团有限公司 | The laying method of macroplate stone material |
| CN108442649A (en) * | 2018-06-06 | 2018-08-24 | 中铁八局集团第四工程有限公司 | The underground space can white-out infiltration ground structure and its construction method |
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