CN110820461A - Method for manufacturing stainless steel ground of unloading room of garbage transfer station - Google Patents
Method for manufacturing stainless steel ground of unloading room of garbage transfer station Download PDFInfo
- Publication number
- CN110820461A CN110820461A CN201911063536.7A CN201911063536A CN110820461A CN 110820461 A CN110820461 A CN 110820461A CN 201911063536 A CN201911063536 A CN 201911063536A CN 110820461 A CN110820461 A CN 110820461A
- Authority
- CN
- China
- Prior art keywords
- stainless steel
- steel floor
- floor tiles
- layer
- piece
- 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.)
- Granted
Links
Images
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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/04—Pavings made of prefabricated single units made of bricks
-
- 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
-
- 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
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
-
- 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
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
-
- 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
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
-
- 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
- E01C5/16—Pavings made of prefabricated single units made of metallic units
Abstract
The invention provides a manufacturing method of a stainless steel ground surface of a discharging room of a garbage transfer station, which comprises stainless steel floor tiles and a stainless steel ground surface formed by splicing the stainless steel floor tiles piece by piece, wherein the stainless steel floor tiles are of a square structure, concrete is poured into a stainless steel plate on the outside, a stainless steel panel and four stainless steel vertical panels are arranged on the outside of each stainless steel floor tile, a shear support plate is further arranged inside each stainless steel floor tile, a reinforcing rib net is further arranged inside each stainless steel floor tile, the stainless steel floor tile panels are spliced upwards piece by piece and laid on a reinforced concrete foundation to form the stainless steel ground surface, the manufacturing method further comprises a cut-off ditch arranged on the periphery, and the manufacturing method is characterized by further comprising a sealing step that when the stainless steel floor tiles are spliced piece by piece, the joint is from bottom to top layer by layer. After the treatment of sealing and leakage prevention layer by layer, the garbage and sewage can be effectively prevented from permeating into the foundation below the stainless steel floor tile, and the pollution is avoided. The sealant on the upper layer can be replaced in time, the maintenance is convenient, and the problems in the prior art can be effectively solved.
Description
Technical Field
The invention relates to a ground of a garbage discharging room, in particular to a method for manufacturing a stainless steel ground of a discharging room of a garbage transfer station.
Background
The garbage transfer station belongs to municipal facilities, is an important link of the garbage transfer process, can produce a lot of leachate in the garbage transfer compression process, and leachate components are complex, and odor is heavy, and is an important pollution source of the garbage transfer station.
The ground for loading and unloading garbage and compressing box operation of the garbage transfer station vehicle is generally C30 concrete ground, the garbage leachate in the area often leaks, the domestic garbage leachate contains higher chloride ions, and the garbage leachate has strong corrosivity and seriously corrodes the concrete. The total weight of the compression box hook arm vehicle for loading full-box garbage reaches nearly 30 tons, the grinding abrasion to the operation ground of the garbage transfer station is large, the damage such as ground abrasion and cracking can be caused after the garbage transfer station is used for a long time, and leachate can not be thoroughly washed and cleaned in a damaged ground gap and then flows into the damaged ground gap, so that the odor and the environment are fumigated and polluted.
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides a method for manufacturing a stainless steel ground surface between unloading chambers of a garbage transfer station, which comprises stainless steel floor tiles and the stainless steel ground surface formed by splicing the stainless steel floor tiles piece by piece, wherein the stainless steel floor tiles are of a square structure, concrete is poured into stainless steel plates on the outside, a stainless steel panel and four stainless steel vertical panels are arranged on the outside of each stainless steel floor tile, a shear-resistant support plate is further arranged inside each stainless steel floor tile, a reinforcing rib net is further arranged inside each stainless steel floor tile, the stainless steel floor tile panels are spliced upwards piece by piece and laid on a reinforced concrete foundation to form the stainless steel ground surface, the method further comprises a cut-off trench arranged on the periphery, and the method is characterized by further comprising a sealing and leakage prevention step that when the stainless steel floor tiles are spliced piece by piece, the joints are from bottom to top. After the treatment of sealing and leakage prevention layer by layer, the garbage and sewage can be effectively prevented from permeating into the foundation below the stainless steel floor tile, and the pollution is avoided. The sealant on the upper layer can be replaced in time, the maintenance is convenient, and the problems in the prior art can be effectively solved.
The technical scheme adopted by the invention for solving the technical problems is that the method for manufacturing the stainless steel ground between the unloading chambers of the garbage transfer station comprises stainless steel floor tiles and the stainless steel ground formed by splicing the stainless steel floor tiles piece by piece, the stainless steel floor tiles are of a square structure, concrete is poured into stainless steel plates on the outside, a stainless steel panel and four stainless steel vertical panels are arranged on the outside of the stainless steel floor tiles, a shear-resistant support plate is also arranged inside the stainless steel floor tiles, a reinforcing rib net is also arranged inside the stainless steel floor tiles, the stainless steel floor tiles are spliced and paved on a reinforced concrete foundation piece by piece to form the stainless steel ground, and the method also comprises a cut-off channel arranged on the periphery,
the method is characterized by also comprising the steps of sealing and leakage prevention of a layer from bottom to top at the joint when the stainless steel floor tiles are spliced one by one, and the method comprises the following specific steps:
step 1, sealing the layer 1, namely pouring dry cement mortar into a gap and tamping;
step 2, sealing the layer 2, and pouring hot-melt asphalt into the seams;
step 4, processing the 4 th sealing layer, and arranging an upper water chute;
step 5, treating a sealing layer 5, filling a foam rod at the joint so as to glue the upper layer and leave a space for smoothly guiding water to the water chute;
and 6, processing a6 th sealing layer, wherein the uppermost layer is filled with silicone sealant.
The preferable scheme of the invention is that the panel of the stainless steel floor tile is processed with an anti-skid planing groove.
The preferable scheme of the invention is that in the step 3, the lower water chute is of a V-shaped structure, water is poured towards the intercepting ditch at a gradient of 2% when the lower water chute is arranged, so that sewage flows into the intercepting ditch, one side edge of the V-shaped lower water chute is welded and fixed with the stainless steel floor tile on one side, and the other side edge of the V-shaped lower water chute is not fixed.
In the preferred scheme of the invention, in the step 4, the upper water chute is of a V-shaped structure, water is poured towards the intercepting ditch at a gradient of 2% when the upper water chute is arranged, so that sewage flows into the intercepting ditch, one side edge of the V-shaped lower water chute is welded and fixed with the stainless steel floor tile on the other side, and the other side edge of the V-shaped lower water chute is not fixed.
The invention has the preferred scheme that in the transverse joint, the front lower water guide groove and the rear lower water guide groove need to be overlapped front and back and pour water to the longitudinal intercepting ditch at a uniform gradient, and the front upper water guide groove and the rear upper water guide groove need to be overlapped front and back and pour water to the longitudinal intercepting ditch at a uniform gradient; similarly, in the longitudinal joint, the front lower water guide groove and the rear lower water guide groove need to be overlapped back and forth and pour water to the transverse intercepting ditch at a uniform gradient, and the front upper water guide groove and the rear upper water guide groove need to be overlapped back and forth and pour water to the transverse intercepting ditch at a uniform gradient.
According to the preferable scheme, the two ends of the stainless steel floor tile are embedded with the lifting hook pieces.
The invention has the beneficial effects that: the invention provides a method for manufacturing a stainless steel ground surface between unloading chambers of a garbage transfer station, which comprises stainless steel floor tiles and a stainless steel ground surface formed by splicing the stainless steel floor tiles piece by piece, wherein the stainless steel floor tiles are of a square structure, concrete is poured into stainless steel plates on the outside, a stainless steel panel and four stainless steel vertical panels are arranged outside the stainless steel floor tiles, shear-resistant support plates are further arranged inside the stainless steel floor tiles, reinforcing rib nets are further arranged inside the stainless steel floor tiles, the stainless steel floor tile panels are spliced upwards piece by piece and laid on a reinforced concrete foundation to form the stainless steel ground surface, the method also comprises a cut-off ditch arranged on the periphery, and the method is characterized by further comprising a sealing and leakage-proof step that when the stainless steel floor tiles are spliced piece by piece, the joints are from bottom to top layer. After the treatment of sealing and leakage prevention layer by layer, the garbage and sewage can be effectively prevented from permeating into the foundation below the stainless steel floor tile, and the pollution is avoided. The sealant on the upper layer can be replaced in time, the maintenance is convenient, and the problems in the prior art can be effectively solved.
Drawings
Fig. 1 to 4 are schematic structural views of a first embodiment of the present invention. Fig. 1 is a schematic overall structure, fig. 2 is a schematic structural view of a stainless steel floor tile, fig. 3 is a schematic structural view of the inside of the stainless steel floor tile, and fig. 4 is a structural sectional view of a joint.
In the figure:
1, the stainless steel ground is adopted,
1.1A transverse joint, 1.1B longitudinal joint, 1.1A1 dry cement mortar, 1.1A2 hot melt asphalt, 1.1A3 lower water chute, 1.1A31 lower water chute welding point, 1.1A4 upper water chute, 1.1A41 upper water chute welding point, 1.1A5 foam rod, 1.1A6 silicone sealant,
1A1, 1A2, 1B1, 1B2 stainless steel floor tiles, 1A10, 1A20 reinforced concrete,
1A11 stainless steel floor tile top panel, 1A21, 1A22, 1A23, 1A24 stainless steel floor tile vertical panel, 1A111 anti-skid plow groove,
1A 12A shearing-resistant support plate,
1A13 reinforcing mesh of steel bars,
2A1 transverse cut-off channel, 2B1, 2B2 longitudinal cut-off channel,
3 reinforced concrete foundation.
Detailed Description
Fig. 1 to 4 are schematic structural views of a first embodiment of the present invention. Fig. 1 is a schematic overall structure, fig. 2 is a schematic structural view of a stainless steel floor tile, fig. 3 is a schematic structural view of the inside of the stainless steel floor tile, and fig. 4 is a structural sectional view of a joint.
In the present embodiment, a method for manufacturing a stainless steel floor surface of a discharge room of a garbage transfer station is shown, wherein the stainless steel floor surface comprises stainless steel floor tiles and is formed by splicing the stainless steel floor tiles one by one. The stainless steel floor tiles 1A1, 1A2, 1B1 and 1B2 are shown as a square structure, the exterior is stainless steel plates, the interior is reinforced concrete, the exterior of the stainless steel floor tiles is provided with 5 stainless steel plates and a cement bottom plate, and the stainless steel floor tiles comprise: one stainless steel tile top panel 1a11 and four stainless steel tile riser panels 1a21, 1a22, 1a23, 1a 24. Fig. 3 shows that the stainless steel floor tile is also internally provided with a shear-resistant support plate 1a12, the stainless steel floor tile is also internally provided with a reinforcing rib net 1a13, cement concrete 1a10 is poured into the stainless steel floor tile, stainless steel floor tile panels 1a11 are spliced upwards one by one and laid on a reinforced concrete foundation 3 to form a stainless steel ground, and the stainless steel floor tile further comprises a transverse intercepting ditch 2a1 and longitudinal intercepting ditches 2B1 and 2B2 which are arranged around the stainless steel floor tile.
Fig. 4 shows that, in this example, the method further includes a step of sealing and leakage-proof from bottom to top at the joint when the stainless steel floor tiles are spliced one by one, which is as follows:
step 1, sealing treatment of the layer 1, namely pouring dry cement mortar 1.1A1 into the gap and tamping. The preferred thickness of this example is 70 mm;
and 2, sealing the layer 2, and pouring hot-melt asphalt 1.1A2 into the seams. The thickness of the embodiment is preferably 60 mm;
step 4, performing sealing layer treatment to form an upper water chute 1.1A 4;
step 5, treating a sealing layer 5, filling a foam rod 1.1A5 to the joint so as to glue the upper layer and leave a space for smoothly guiding water to the water chute;
and 6, processing a6 th sealing layer, and filling the uppermost layer with silicone sealant 1.1A 6. The preferred thickness in this case is 20 mm.
In the present example, the non-slip grooves 1A111 are formed on the panel 1A11 of the stainless steel floor tile.
In the present example, in step 3, the lower gutter 1.1a3 has a V-shaped configuration, and when installed, the sewage flows into the gutter by pouring water toward the gutter at a gradient of 2%. Fig. 4 shows that, in step 3, one side of the V-shaped lower chute 1.1A3 is welded to one side of the stainless steel floor tile 1a2 and the other side is not fixed.
In the present example, in step 4, the upper gutter 1.1a4 has a V-shaped configuration, and when installed, the sewage flows into the gutter by pouring water toward the gutter at a gradient of 2%. Fig. 4 shows that, in the 4 th step, one side of the V-shaped upper chute 1.1a4 is welded to the stainless steel floor tile 1a1 on the other side, and the other side is not fixed.
The effect of expansion with heat and contraction with cold is considered, and because two adjacent stainless steel floor tiles have relative displacement in use, two sides of the upper water chute and the lower water chute cannot be welded and fixed on the two adjacent stainless steel floor tiles simultaneously. Only one side of the upper water chute and one side of the lower water chute can be welded and fixed with the stainless steel floor tiles, and the other side of the upper water chute and the other side of the lower water chute are not fixed and can be in a movable state.
In the example of the invention, in the transverse joint 1.1A, the front lower water guide groove 1.1A3 and the rear lower water guide groove 1.1A3 need to be overlapped front and back and pour water to the longitudinal intercepting ditch at a uniform gradient; the front and rear upper chutes 1.1a4 need to overlap each other and pour water toward the longitudinal intercepting drain at a uniform slope. Similarly, in the longitudinal joint 1.1A, the front lower water chute 1.1A3 and the rear lower water chute 1.1A3 need to be lapped front and back and pour water to the transverse intercepting drain at a uniform gradient; the front and rear upper gutters 1.1a4 need to overlap front and rear and pour water to the lateral intercepting drain at a uniform slope.
The invention prompts that in other embodiments, the hoisting hook members are also embedded at the two ends of the stainless steel floor tile.
Claims (6)
1. A method for manufacturing stainless steel ground between unloading chambers of a garbage transfer station comprises stainless steel floor tiles and the stainless steel ground formed by splicing the stainless steel floor tiles piece by piece, wherein the stainless steel floor tiles are of a square structure, concrete is poured into stainless steel plates on the outer portions of the stainless steel floor tiles, a stainless steel panel and four stainless steel vertical panels are arranged on the outer portions of the stainless steel floor tiles, shear-resistant support plates are further arranged inside the stainless steel floor tiles, reinforcing rib nets are further arranged inside the stainless steel floor tiles, the stainless steel floor tiles are spliced and paved on a reinforced concrete foundation piece by piece to form the stainless steel ground, and closure ditches are arranged around the stainless steel floor tiles,
the method is characterized by also comprising the steps of sealing and leakage prevention of a layer from bottom to top at the joint when the stainless steel floor tiles are spliced one by one, and the method comprises the following specific steps:
step 1, sealing the layer 1, namely pouring dry cement mortar into a gap and tamping;
step 2, sealing the layer 2, and pouring hot-melt asphalt into the seams;
step 3, sealing the layer 3, and arranging a lower water chute;
step 4, processing the 4 th sealing layer, and arranging an upper water chute;
step 5, treating a sealing layer 5, filling a foam rod at the joint so as to glue the upper layer and leave a space for smoothly guiding water to the water chute;
and 6, processing a6 th sealing layer, wherein the uppermost layer is filled with silicone sealant.
2. The method for manufacturing the stainless steel floor of the discharging room of the garbage transfer station as claimed in claim 1, wherein the stainless steel floor tiles are provided with anti-skid shavings.
3. The method as claimed in claim 1, wherein in the step 3, the lower chute has a V-shaped structure, and is set to pour water with a gradient of 2% toward the intercepting drain, so that sewage flows into the intercepting drain, one side of the V-shaped lower chute is welded to the stainless steel floor tile on one side, and the other side of the V-shaped lower chute is not fixed.
4. The method as claimed in claim 1, wherein in the step 4, the upper water guiding chute has a V-shaped structure, and is set to pour water in a direction of the intercepting drain with a gradient of 2% so that sewage flows into the intercepting drain, one side of the V-shaped lower water guiding chute is welded and fixed to the stainless steel floor tile on the other side, and the other side of the V-shaped lower water guiding chute is not fixed.
5. The method for manufacturing the stainless steel ground between the garbage transfer station and the discharging room according to claim 1, wherein in the transverse joint, the front lower water guide groove and the rear lower water guide groove need to be overlapped in a front-back manner and pour water to the longitudinal intercepting drain at a uniform gradient, and the front upper water guide groove and the rear upper water guide groove need to be overlapped in a front-back manner and pour water to the longitudinal intercepting drain at a uniform gradient; similarly, in the longitudinal joint, the front lower water guide groove and the rear lower water guide groove need to be overlapped back and forth and pour water to the transverse intercepting ditch at a uniform gradient, and the front upper water guide groove and the rear upper water guide groove need to be overlapped back and forth and pour water to the transverse intercepting ditch at a uniform gradient.
6. The method for manufacturing the stainless steel floor of the discharging room of the garbage transfer station as claimed in claim 1, wherein the lifting hook members are embedded at both ends of the stainless steel floor tile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911063536.7A CN110820461B (en) | 2019-11-04 | 2019-11-04 | Method for manufacturing stainless steel ground of unloading room of garbage transfer station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911063536.7A CN110820461B (en) | 2019-11-04 | 2019-11-04 | Method for manufacturing stainless steel ground of unloading room of garbage transfer station |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110820461A true CN110820461A (en) | 2020-02-21 |
| CN110820461B CN110820461B (en) | 2021-07-20 |
Family
ID=69552384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911063536.7A Active CN110820461B (en) | 2019-11-04 | 2019-11-04 | Method for manufacturing stainless steel ground of unloading room of garbage transfer station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110820461B (en) |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT327273B (en) * | 1973-02-23 | 1976-01-26 | Honegger Heinz | DEVICE FOR SEALING AT LEAST APPROXIMATELY HORIZONTAL EXPANSION JOINT |
| US3994609A (en) * | 1975-11-06 | 1976-11-30 | Acme Highway Products Corporation | Elastomeric expansion seal |
| CN2180710Y (en) * | 1994-02-03 | 1994-10-26 | 周建平 | Colour stainless steel wall and floor brick |
| CN2214465Y (en) * | 1995-04-07 | 1995-12-06 | 张伯强 | Stainless steel wall brick |
| DE19613784A1 (en) * | 1996-04-04 | 1997-10-09 | Klaus Arck | Driving surface for vehicles unloading hazardous materials |
| US5810513A (en) * | 1996-09-17 | 1998-09-22 | Hoosier Group Llc | Method and apparatus for preventing trench overflows behind trench liners |
| CN101538825A (en) * | 2009-04-23 | 2009-09-23 | 王铁桥 | Construction method for preventing water seepage of expansion joint of concrete pavement by adopting water guide blind ditch |
| CN201424617Y (en) * | 2009-04-23 | 2010-03-17 | 陈进雄 | Stone and metal net compounded plate structure |
| CN202125055U (en) * | 2011-06-28 | 2012-01-25 | 天津天一建设集团有限公司 | Expansion joint structure of indoor floor block veneer |
| CN202626784U (en) * | 2012-07-09 | 2012-12-26 | 山东现代威亚汽车模具有限公司 | Steel floor tile |
| CN102943425A (en) * | 2012-11-14 | 2013-02-27 | 无锡市光源不锈钢制品有限公司 | Anti-skid stainless steel plate |
| CN203795262U (en) * | 2014-01-16 | 2014-08-27 | 北京天润建设有限公司 | Construction site steel road |
| CN105803882A (en) * | 2016-05-04 | 2016-07-27 | 北京城建集团有限责任公司 | Steel structured pavement member, steel structured pavement with same and construction method |
| CN106812042A (en) * | 2017-03-09 | 2017-06-09 | 陕西建工第五建设集团有限公司 | A kind of assembling steel plate road structure and construction method |
-
2019
- 2019-11-04 CN CN201911063536.7A patent/CN110820461B/en active Active
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT327273B (en) * | 1973-02-23 | 1976-01-26 | Honegger Heinz | DEVICE FOR SEALING AT LEAST APPROXIMATELY HORIZONTAL EXPANSION JOINT |
| US3994609A (en) * | 1975-11-06 | 1976-11-30 | Acme Highway Products Corporation | Elastomeric expansion seal |
| CN2180710Y (en) * | 1994-02-03 | 1994-10-26 | 周建平 | Colour stainless steel wall and floor brick |
| CN2214465Y (en) * | 1995-04-07 | 1995-12-06 | 张伯强 | Stainless steel wall brick |
| DE19613784A1 (en) * | 1996-04-04 | 1997-10-09 | Klaus Arck | Driving surface for vehicles unloading hazardous materials |
| US5810513A (en) * | 1996-09-17 | 1998-09-22 | Hoosier Group Llc | Method and apparatus for preventing trench overflows behind trench liners |
| CN101538825A (en) * | 2009-04-23 | 2009-09-23 | 王铁桥 | Construction method for preventing water seepage of expansion joint of concrete pavement by adopting water guide blind ditch |
| CN201424617Y (en) * | 2009-04-23 | 2010-03-17 | 陈进雄 | Stone and metal net compounded plate structure |
| CN202125055U (en) * | 2011-06-28 | 2012-01-25 | 天津天一建设集团有限公司 | Expansion joint structure of indoor floor block veneer |
| CN202626784U (en) * | 2012-07-09 | 2012-12-26 | 山东现代威亚汽车模具有限公司 | Steel floor tile |
| CN102943425A (en) * | 2012-11-14 | 2013-02-27 | 无锡市光源不锈钢制品有限公司 | Anti-skid stainless steel plate |
| CN203795262U (en) * | 2014-01-16 | 2014-08-27 | 北京天润建设有限公司 | Construction site steel road |
| CN105803882A (en) * | 2016-05-04 | 2016-07-27 | 北京城建集团有限责任公司 | Steel structured pavement member, steel structured pavement with same and construction method |
| CN106812042A (en) * | 2017-03-09 | 2017-06-09 | 陕西建工第五建设集团有限公司 | A kind of assembling steel plate road structure and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110820461B (en) | 2021-07-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103233520B (en) | Self-waterproof construction method of building external wall structure | |
| CN110607809B (en) | Waterproof construction method for basement of building engineering | |
| CN110747899B (en) | Basement waterproof construction method | |
| CN102635128A (en) | Foundation slab post-cast strip waterproof steel plate combined structure and bracing method thereof | |
| CN104060631B (en) | A kind of manhole mouth elevation Dynamic controlling structure | |
| CN206616585U (en) | One kind splits element precast formula pipe gallery | |
| CN107022938A (en) | Precast concrete road system and construction method | |
| CN102619236A (en) | Compound type ice chest foundation construction method | |
| CN110820461B (en) | Method for manufacturing stainless steel ground of unloading room of garbage transfer station | |
| CN112900294A (en) | Lining structure for box culvert repair and construction method thereof | |
| CN111472812A (en) | Construction method for filling and pouring concrete into inverted arch of tunnel | |
| CN108360573B (en) | Device for preventing post-cast strip of basement floor from leaking and construction method thereof | |
| CN110439035A (en) | A kind of basement bottom plate rear pouring tape Seepage method | |
| CN115387393A (en) | Post-cast strip pre-sealing quick construction method | |
| WO2021087636A1 (en) | Method for manufacturing stainless steel floor of discharge chamber of garbage transfer station | |
| CN114809115A (en) | Force-transferring profiled steel post-cast strip shaped assembling interception construction method | |
| CN110552546B (en) | Method for building underground parking lot waterproof facility by using tower crane | |
| CN104213515B (en) | The method repairing corrugated steel embedded structure with steel fibrous shotcrete | |
| CN108999149B (en) | Slope slurry stone raw material construction and masonry integrated device | |
| CN219690530U (en) | Waterproof construction structure of foundation pit structure die construction | |
| CN220704790U (en) | Super early closed construction structure of basement roof post-cast strip | |
| CN217027543U (en) | Top plate T type socket joint formula antiseep post-cast strip structure | |
| CN110388091B (en) | Historical building wall unit module hoisting and reinforcing system and construction method | |
| CN114045873B (en) | Backfilling and waterproof green construction method for pit slot at top of station structure | |
| CN215518857U (en) | Be used for prosthetic inside lining structure of box culvert |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 518046 13th Floor, Times Financial Center, 4001 Shennan Avenue, Futian District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Energy and environmental protection Co.,Ltd. Address before: 518046 13th Floor, Times Financial Center, 4001 Shennan Avenue, Futian District, Shenzhen City, Guangdong Province Patentee before: SHENZHEN ENERGY ENVIRONMENTAL ENGINEERING Co.,Ltd. |