CN110158918B - Construction process of outer elevation concrete decorative moulding - Google Patents
Construction process of outer elevation concrete decorative moulding Download PDFInfo
- Publication number
- CN110158918B CN110158918B CN201910380836.1A CN201910380836A CN110158918B CN 110158918 B CN110158918 B CN 110158918B CN 201910380836 A CN201910380836 A CN 201910380836A CN 110158918 B CN110158918 B CN 110158918B
- Authority
- CN
- China
- Prior art keywords
- concrete
- steel
- template
- fixing
- bolt
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 53
- 238000000465 moulding Methods 0.000 title claims abstract description 53
- 238000000034 method Methods 0.000 title claims abstract description 39
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 114
- 239000010959 steel Substances 0.000 claims abstract description 114
- 239000002023 wood Substances 0.000 claims abstract description 24
- 238000004519 manufacturing process Methods 0.000 claims abstract description 11
- 239000002390 adhesive tape Substances 0.000 claims description 11
- 238000013461 design Methods 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 2
- 230000009286 beneficial effect Effects 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 238000009776 industrial production Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 14
- 238000009434 installation Methods 0.000 description 7
- 239000000428 dust Substances 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
- E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/06—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall
- E04G13/066—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for stairs, steps, cornices, balconies, or other parts corbelled out of the wall for overhangs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a construction process of an outer elevation concrete decorative moulding. The construction process comprises the following steps: 1) Manufacturing and installing a special structural wood template; 2) Installing concrete line embedded bars and steel mould fixing bolts; 3) Pouring structural wall concrete; 4) According to the size of the concrete molding, the steel die fixing bolt is bent downwards to a required angle; 5) Adjusting the horizontal width and the vertical height of the prefabricated steel die; 6) Pouring a concrete decorative line; 7) And removing the mould to obtain the concrete decorative strip. The construction method is economical and reasonable, is beneficial to controlling the cost and manufacturing cost, replaces wood forms with prefabricated steel forms, and protects forest resources to a certain extent; and the prefabricated steel mould adopts industrial production, the construction environment is greatly improved, and the prefabricated steel mould can be widely applied to engineering due to higher standardization degree of the prefabricated steel mould components, has obvious comprehensive advantages and strong replicability, and is favorable for being widely popularized in construction sites in the future.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a construction process of an outer-facade concrete decorative line with simple construction process and high construction efficiency.
Background
In order to improve the aesthetic feeling of the outer facade of the wall, the concrete decorative line is more and more popular, and at present, the traditional concrete decorative line adopts a one-step molding process or a secondary molding process: the one-step molding process requires cutting and installing of the line wood pattern, is complex in installation, affects the whole construction period and has the following specific defects: 1) The process is complex, and the construction period is greatly influenced; 2) The influence of human factors is large, and the quality cannot be ensured; 3) The line wood pattern is extremely easy to deform, quality defects such as fixed hole sites and the like are easy to occur in line concrete pouring, and the molding size and quality of the concrete cannot be guaranteed. The secondary molding process has the following disadvantages: 1) The construction labor investment is large, the material process is complex, the loss rate is high, and the comprehensive manufacturing cost is high; 2) The quality of the post-planted bar is greatly influenced by human factors, and the drawing strength cannot be ensured. In the two processes, the wood felling, the noise pollution of the template processing, the treatment of the wood dust and the garbage and the like can cause environmental impact, the unit labor content is high, the labor cost is high, the environmental impact is large, and the pollution on a construction site is serious.
Disclosure of Invention
Aiming at the problems in the prior art, the invention aims to provide a construction process of the facade concrete decorative line, which is simple in construction process and high in construction efficiency.
The construction process of the outer facade concrete decorative line is characterized by comprising the following steps of:
1) Manufacturing and installing a special structural wood template: installing a special structure wood template at the position of a concrete molding, wherein the special structure wood template comprises an upper template, a lower template and vertical ribs, a reserved seam is reserved between the upper template and the lower template, the inner side of the reserved seam is plugged by a wide adhesive tape, the upper template and the lower template are fixed through a plurality of vertical ribs, and after the structural wall reinforcement cage is installed, the special structure wood template is installed and fixed;
2) According to the requirements of a design drawing, installing concrete line embedded bars and steel mould fixing bolts, wherein the steel mould fixing bolts and the concrete line embedded bars are arranged at the same horizontal height, a plurality of concrete line embedded bars are arranged between two adjacent steel mould fixing bolts, the inner ends of the concrete line embedded bars and the steel mould fixing bolts are bound and fixed on a structural wall steel bar framework, and the outer ends penetrate through a wide adhesive tape of a reserved joint and are exposed relative to a template;
3) Pouring concrete to obtain a structural wall;
4) Bending the steel die fixing bolt downwards to a required angle according to design requirements;
5) According to the size of the designed concrete molding, adjusting the horizontal width and the vertical height of the prefabricated steel die, and fixedly mounting the prefabricated steel die on a structural wall through a steel die fixing bolt;
6) Pouring a concrete decorative line;
7) And (5) removing the prefabricated steel mould to obtain the concrete decorative strip.
The construction process of the outer facade concrete moulding is characterized in that a positioning rubber sleeve is arranged on the steel mould fixing bolt in the step 2), and after the steel mould fixing bolt is installed, the positioning rubber sleeve is tightly attached to the wide rubber belt to limit the exposed length of the steel mould fixing bolt.
The construction process of the outer elevation concrete moulding is characterized in that the exposed lengths of the concrete moulding embedded bars and the outer end parts of the steel mould fixing bolts in the step 2) relative to the templates are determined by the width of the concrete moulding, and the exposed length of the steel mould fixing bolts is larger than that of the concrete moulding embedded bars.
The construction process of the outer elevation concrete moulding is characterized in that the prefabricated steel mould comprises a horizontal template, a vertical template and a corner template which are of L-shaped structures, one side of the horizontal template is clung to the wall surface of the structural wall, one side of the vertical template is horizontally placed and is used for correcting the height of an upper opening of the concrete moulding, the other side of the horizontal template and the other side of the vertical template are respectively provided with an adjusting groove, connecting bolts are arranged on the outer surfaces of two sides of the corner template, the connecting bolts are fixed at the corresponding positions of the adjusting grooves according to the size requirement and are fixed by nuts, the right-angle position of the corner template is provided with a fixing hole position matched with the position of a steel mould fixing bolt, and the fixing hole position is sealed by welding the bolt fixing plate and auxiliary plates on two sides with the corner template; bolt holes are formed in the bolt fixing plates at positions corresponding to the steel die fixing bolts, and when the steel die fixing plates are assembled, the corner templates are connected with the horizontal templates and the vertical templates through connecting bolts and then fixed through nuts; the steel die fixing bolt passes through the bolt hole and is fixed by the nut.
The construction process of the outer facade concrete moulding is characterized in that a backing plate is arranged among the bolt fixing plate, the horizontal template, the vertical template and the nut.
The construction process of the outer facade concrete moulding is characterized in that the outer end head of the steel mould fixing bolt is arranged in the space of the fixing hole site.
The construction process of the outer facade concrete moulding is characterized in that two ends of the bolt fixing plate are welded on two sides of the corner template, and the bolt fixing plate and two sides of the corner template enclose a right triangle structure.
By adopting the technology, compared with the prior art, the invention has the following beneficial effects:
1) The prefabricated steel mould used in the invention has the advantages of simple structure, convenient operation, turnover utilization and construction period saving, by arranging the concrete line embedded bars and the steel mould fixing bolts during primary structure construction, secondary structure concrete decorative line formwork support pouring is carried out after primary structure formwork removal, the primary structure formwork support adopts the finished product customization of an upper template and a lower template gap splicing mould (the gap width is slightly wider than the diameters of the concrete line embedded bars and the steel mould fixing bolts), and the gap is pasted by a wide adhesive tape to prevent slurry leakage, so that the installation and the disassembly are convenient and quick;
2) The construction of the moulding adopts a secondary structure pouring mode, so that the traditional one-step molding and formwork supporting process can be simplified, when the primary structure is used for formwork supporting, an upper formwork and a lower formwork are separated from a seam to be spliced and customized, the seam is pasted by a wide adhesive tape, and the embedded bars of the concrete moulding and the fixing bolts of the steel mould pass through the corresponding positions of the wide adhesive tape, so that the complicated process of punching the formworks to insert the bars in the traditional process can be effectively avoided, and the formwork is integrally removed during the formwork removal, thereby preventing the damage to the formworks; the formwork is faster and simpler to disassemble; the secondary structure can be synchronously constructed after the primary structure is disassembled, the prefabricated steel die is convenient to install and disassemble, the influence of the traditional process on the construction period of floor concrete pouring caused by the formwork of the concrete molding is reduced, and the steel die is installed and fixed by only pulling the steel die fixing bolt to a fixed angle; when the steel mould is dismantled, the nut is manually unscrewed, and the steel mould adopts a concave design at the fixing hole position of the steel mould fixing bolt, so that the outer end of the steel mould fixing bolt is positioned in the outer surface of the concrete moulding, and the bolt is not required to be cut off after the concrete moulding is poured, thereby greatly accelerating the construction progress;
3) The embedded dowel bar of the primary structure is more guaranteed than the strength of the traditional post-embedded dowel bar, the prefabricated steel mould is adopted for the secondary structure line formwork, compared with the traditional site wood mould installation, the manufacturing standard is unified, the process equipment is fine, the size and the flatness of the concrete line can be effectively guaranteed due to the fact that the rigidity is high, meanwhile, the accuracy of the position can be guaranteed due to the fact that the fixing is reliable, the problems of mould expansion, deformation, position deviation and the like caused by the traditional wood mould installation are avoided, the influence of human factors is reduced, and the molding impression quality of the concrete line is guaranteed;
4) The prefabricated steel mould component is light and handy, is convenient to carry manually and convenient and quick to assemble, and can be installed by only pulling the steel mould fixing bolt to a fixed angle and then installing and fixing the steel mould by the steel mould fixing bolt; when the steel mould is dismantled, the nuts are manually unscrewed, the steel mould is arranged at the fixed hole sites of the steel mould fixing bolts in a concave design, so that the outer ends of the steel mould fixing bolts are positioned in the outer surfaces of the concrete molding, the bolts are not required to be cut off after the concrete molding is poured, the field exposure time of manual operation in the whole installation and dismantling process is short, no mechanical and electric welding operation is required, and the safety of field construction is ensured;
5) The prefabricated steel mould is prefabricated by a factory, adopts component prefabrication production and assembly type construction, can integrate procedures such as design, production and construction to form a whole industrial chain, and realizes a novel production and construction mode of sustainable development such as energy conservation, environmental protection and the like of building products. The traditional wood pattern making method is gradually changed from a scattered and lagged hand industrial production mode to a prefabricated assembly type process based on a modern technology, so that the method is beneficial to application and development in engineering construction;
6) The construction method is economical and reasonable, is beneficial to cost control, and greatly reduces the labor content of units and labor cost; secondly, the line size can be adjusted by prefabricating the adjustable steel mould, lines with different sizes can be made by a pair of steel moulds, and the unit cost of the components is greatly reduced by producing a large number of standardized components; thirdly, the prefabricated part can be recycled, so that the material cost is saved; fourthly, after the construction period is saved, other costs such as mechanical material leasing and the like generated by time benefit can be greatly reduced;
7) The invention is energy-saving and environment-friendly, is beneficial to resource and environment protection, firstly, the prefabricated steel mould is used for replacing the wood mould, so that the wood is reduced and the forest resource is protected to a certain extent; secondly, the prefabricated steel mould adopts factory production and is only assembled and installed on site, so that the construction environment is greatly improved, the pollution of noise, wood dust, dust and the like is greatly reduced, engineering constructors are protected, the occurrence of conditions of construction disturbance people and the like is reduced, and the prefabricated steel mould can be widely applied in engineering due to higher standardization degree of prefabricated steel mould components, has obvious comprehensive advantages and strong replicability, and is favorable for being widely popularized on construction sites in future.
Drawings
FIG. 1 is a schematic view of a front view of a construction wall construction form installation;
FIG. 2 is a schematic diagram of a side view of a structural wall construction form installation;
FIG. 3 is a schematic view of a concrete molding prefabricated steel mold mounting structure;
FIG. 4 is an enlarged schematic view of the structure of FIG. 3 at A;
FIG. 5 is a schematic view of a partial enlarged structure of a corner mold plate;
FIG. 6 is a schematic view of a partially enlarged structure of a side of a horizontal template with an adjusting groove and a vertical template;
FIG. 7 is an enlarged schematic view of a fixed hole portion;
FIG. 8 is a schematic view of a front view structure of a steel mold in an installed state;
fig. 9 is a schematic top view of the steel mold in an installed state.
In the figure: 1-structural wall reinforcement cage, 2-upper template, 3-concrete line embedded reinforcement, 4-steel mould fixing bolt, 5-reserved seam, 6-lower template, 7-structural wall, 8-prefabricated steel mould, 801-horizontal template, 802-vertical template, 803-corner template, 803 a-fixed hole site, 9-bolt fixing plate, 901-bolt hole, 10-backing plate, 11-connecting bolt, 12-nut, 13-wide adhesive tape, 14-locating sleeve, 15-auxiliary plate and 16-adjusting groove.
Detailed Description
The invention is further described below with reference to the accompanying drawings, but the scope of the invention is not limited thereto:
as shown in fig. 1 to 9, the construction process of the facade concrete moulding of the invention comprises the following steps:
1) Manufacturing and installing a special structural wood template: installing a special structure wood template at the position of a concrete moulding, wherein the special structure wood template comprises an upper template 2, a lower template 6 and vertical ribs, a reserved seam 5 is reserved between the upper template 2 and the lower template 6, the inner side of the reserved seam 5 is blocked by a wide adhesive tape 13, the upper template 2 and the lower template 6 are fixed through a plurality of vertical ribs, and the special structure wood template is installed and fixed after the structural wall reinforcement cage 1 is installed;
2) According to the requirements of a design drawing, installing a concrete line embedded steel bar 3 and a steel mould fixing bolt 4, wherein the steel mould fixing bolt 4 and the concrete line embedded steel bar 3 are arranged at the same horizontal height, a plurality of concrete line embedded steel bars 3 are arranged between two adjacent steel mould fixing bolts 4, the distance between the two adjacent steel mould fixing bolts 4 is reserved according to the thickness and the width dimension of the concrete line, in the embodiment of the invention, the thickness of the concrete line is 80-120mm, the width is 120-180mm, the distance between the two adjacent steel mould fixing bolts 4 (with the diameter of 8 mm) is 1-1.5m, the concrete line embedded steel bars 3 and the inner ends of the steel mould fixing bolts 4 are bound and fixed on a structural wall steel bar framework 1, the outer end parts penetrate through a wide adhesive tape 13 of a reserved joint 5 and are exposed relative to a template, the exposed length of the steel mould fixing bolts 4 is larger than the exposed length of the concrete line embedded steel bar 3, the exposed length of the steel mould fixing bolts 4 is reserved according to the design requirements, the exposed length of the steel mould fixing bolts 4 is calculated according to the width and the width of the concrete line and the angle of the concrete line fixing line is 120-180mm, the exposed length of the steel mould fixing bolts 4 is fixed in a position 803a and the end position is fixed in a construction end position after the concrete line is fixed by a is filled with a bolt hole position 803;
3) Pouring concrete to obtain a structural wall 7;
4) According to the size of the concrete molding, the steel die fixing bolt 4 is downwards bent to a required angle, and the extension line of the outer end of the bent steel die fixing bolt 4 is positioned on the right angle of the corner template 803;
5) According to the designed size of the concrete molding, the horizontal width and the vertical height of the prefabricated steel die 8 are adjusted, and the prefabricated steel die 8 is fixedly arranged on the structural wall 7 through the steel die fixing bolts 4;
6) Pouring a concrete decorative line;
7) And (5) removing the prefabricated steel mould 8 to obtain the concrete molding.
In order to prevent the steel die fixing bolt 4 from shifting under the vibration external force when the structural wall concrete is poured, the steel die fixing bolt 4 is provided with two positioning sleeves 14, the outer diameter of each positioning sleeve 14 is larger than the width of the reserved joint 5, the positioning sleeves 14 can be rubber sleeves or nuts, after the steel die fixing bolt 4 is installed, the positioning sleeves 14 are tightly attached to two sides of the reserved joint 5, the steel die fixing bolt 4 is fixed between the upper die plate 2 and the lower die plate 6, and the steel die fixing bolt 4 is positioned to prevent shifting.
As shown in the figure, the prefabricated steel mold 8 includes a horizontal mold 801, a vertical mold 802 and a corner mold 803 which are all in L-shaped structures, one side of the horizontal mold 801 is tightly attached to the wall surface of the structural wall 7, one side of the vertical mold 802 is horizontally placed for checking the height of the upper opening of the concrete molding, the other side of the horizontal mold 801 and the other side of the vertical mold 802 are respectively provided with an adjusting groove 16, as shown in fig. 6, the outer surfaces of two sides of the corner mold 803 are provided with connecting bolts 11, according to the size requirement, the connecting bolts 11 are fixed at the corresponding positions of the adjusting grooves 16 and are fixed by nuts 12, the right-angle position of the corner mold 803 is provided with a fixing hole position 803a matched with the position of the steel mold fixing bolt 4, and the fixing hole position 803a is blocked by welding the bolt fixing plate 9 and auxiliary plates 15 on two sides with the corner mold 803 to prevent the concrete of the molding from flowing out; bolt holes 901 are formed in the bolt fixing plate 9 at positions corresponding to the steel die fixing bolts 4; the connecting bolt 11 connects the corner template 803 with the horizontal template 801 and the vertical template 802 during assembly and then is fixed by the nut 12; the steel die fixing bolt 4 passes through the bolt hole 901 and is fixed by a nut 12; in order to achieve firm connection and stability, a base plate 10 is arranged among a bolt fixing plate 9, a horizontal template 801, a vertical template 802 and a nut 12, two ends of the bolt fixing plate 9 are welded on two sides of a corner template 803, and the two sides of the bolt fixing plate 9 and the two sides of the corner template 803 enclose a right triangle structure.
In order to prevent the outer end of the steel die fixing bolt 4 from being exposed after the construction of the decorative molding is finished, the outer end of the steel die fixing bolt 4 is arranged in a space of a fixing hole site, and after the construction of the concrete decorative molding is finished, the fixing hole site 803a is filled in the later-stage decoration layer painting construction.
Claims (6)
1. The construction process of the outer facade concrete decorative line is characterized by comprising the following steps of:
1) Manufacturing and installing a special structural wood template: installing a special structure wood template at the position of a concrete moulding, wherein the special structure wood template comprises an upper template (2), a lower template (6) and vertical ribs, a reserved seam (5) is reserved between the upper template (2) and the lower template (6), the inner side of the reserved seam (5) is blocked by a wide adhesive tape (13), the upper template (2) and the lower template (6) are fixed through a plurality of vertical ribs, and after the structural wall reinforcement cage (1) is installed, the special structure wood template is installed and fixed;
2) According to the requirements of a design drawing, installing concrete line embedded bars (3) and steel mould fixing bolts (4), wherein the steel mould fixing bolts (4) and the concrete line embedded bars (3) are arranged at the same horizontal height, a plurality of concrete line embedded bars (3) are arranged between two adjacent steel mould fixing bolts (4), the inner ends of the concrete line embedded bars (3) and the steel mould fixing bolts (4) are bound and fixed on a structural wall steel bar framework (1), and the outer ends penetrate through a wide adhesive tape (13) of a reserved seam (5) and are exposed relative to a template;
3) Pouring concrete to obtain a structural wall (7);
4) According to the size of the concrete molding, bending the steel die fixing bolt (4) downwards to a required angle;
5) According to the size of the designed concrete molding, the horizontal width and the vertical height of the prefabricated steel mould (8) are adjusted, and the prefabricated steel mould (8) is fixedly arranged on the structural wall (7) through a steel mould fixing bolt (4);
6) Pouring a concrete molding, wherein the prefabricated steel die (8) comprises a horizontal die plate (801), a vertical die plate (802) and a corner die plate (803) which are all of L-shaped structures, one side of the horizontal die plate (801) is clung to the wall surface of the structural wall (7), one side of the vertical die plate (802) is horizontally placed and used for correcting the height of an upper opening of the concrete molding, the other side of the horizontal die plate (801) and the other side of the vertical die plate (802) are respectively provided with an adjusting groove (16), the outer surfaces of the two sides of the corner die plate (803) are provided with connecting bolts (11), the connecting bolts (11) are fixed at the corresponding positions of the adjusting grooves according to the size requirement, the right-angle positions of the corner die plate (803) are provided with fixing hole positions (803 a) matched with the positions of the steel die fixing bolts (4), and the fixing hole positions (803 a) are welded with the corner die plate (803) through bolt fixing plates (9) and auxiliary plates (15) on the two sides; bolt holes (901) are formed in positions, corresponding to the steel die fixing bolts (4), of the bolt fixing plates (9), and when the steel die fixing plates are assembled, the corner templates (803) are connected with the horizontal templates (801) and the vertical templates (802) through the connecting bolts (11) and then fixed through nuts (12); the steel die fixing bolt (4) passes through the bolt hole (901) and is fixed by a nut (12);
7) And (5) removing the prefabricated steel mould (8) to obtain the concrete decorative strip.
2. The construction process of the facade concrete molding according to claim 1, wherein a positioning sleeve (14) is arranged on the steel die fixing bolt (4) in the step 2), and after the steel die fixing bolt (4) is installed, the positioning sleeve (14) is tightly attached to the wide adhesive tape (13) to limit the exposed length of the steel die fixing bolt (4).
3. The construction process of the facade concrete molding according to claim 1, wherein the exposed lengths of the concrete molding embedded bars (3) and the outer end parts of the steel mold fixing bolts (4) in the step 2) relative to the templates are determined by the width of the concrete molding, and the exposed length of the steel mold fixing bolts (4) is larger than the exposed length of the concrete molding embedded bars (3).
4. The construction process of the facade concrete moulding according to claim 1, which is characterized in that a backing plate (10) is arranged among the bolt fixing plate (9), the horizontal template (801), the vertical template (802) and the nut (12).
5. The construction process of the facade concrete molding according to any one of claims 1 to 4, characterized in that the outer end of the steel mold fixing bolt (4) is positioned in the space of the fixing hole site (803 a).
6. The construction process of the facade concrete molding according to claim 1, wherein two ends of the bolt fixing plate (9) are welded on two sides of the corner template (803), and the two sides of the bolt fixing plate (9) and the corner template (803) enclose a right triangle structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910380836.1A CN110158918B (en) | 2019-05-08 | 2019-05-08 | Construction process of outer elevation concrete decorative moulding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910380836.1A CN110158918B (en) | 2019-05-08 | 2019-05-08 | Construction process of outer elevation concrete decorative moulding |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110158918A CN110158918A (en) | 2019-08-23 |
| CN110158918B true CN110158918B (en) | 2024-02-02 |
Family
ID=67633758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910380836.1A Active CN110158918B (en) | 2019-05-08 | 2019-05-08 | Construction process of outer elevation concrete decorative moulding |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110158918B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320662A (en) * | 2016-08-24 | 2017-01-11 | 中国冶集团有限公司 | Construction method for decorating superwide concrete lines on outer wall of building |
| WO2017206412A1 (en) * | 2016-06-03 | 2017-12-07 | 长沙远大住宅工业集团股份有限公司 | Superimposed assembly-type underground pipe gallery system and construction and manufacturing process |
| CN109083365A (en) * | 2018-01-31 | 2018-12-25 | 钟兵 | A kind of production of the European high-strength cement base artificial stone moulding of assembled and mounting means |
| CN210369774U (en) * | 2019-05-08 | 2020-04-21 | 浙江省建设投资集团股份有限公司 | Steel mould supporting structure for construction of outer vertical surface concrete decorative molding |
-
2019
- 2019-05-08 CN CN201910380836.1A patent/CN110158918B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017206412A1 (en) * | 2016-06-03 | 2017-12-07 | 长沙远大住宅工业集团股份有限公司 | Superimposed assembly-type underground pipe gallery system and construction and manufacturing process |
| CN106320662A (en) * | 2016-08-24 | 2017-01-11 | 中国冶集团有限公司 | Construction method for decorating superwide concrete lines on outer wall of building |
| CN109083365A (en) * | 2018-01-31 | 2018-12-25 | 钟兵 | A kind of production of the European high-strength cement base artificial stone moulding of assembled and mounting means |
| CN210369774U (en) * | 2019-05-08 | 2020-04-21 | 浙江省建设投资集团股份有限公司 | Steel mould supporting structure for construction of outer vertical surface concrete decorative molding |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110158918A (en) | 2019-08-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR101165563B1 (en) | Variable steel formwork for precast concrete | |
| CN114347229A (en) | Vertical forging die for prefabricated wallboard of fabricated building and production process | |
| CN210369774U (en) | Steel mould supporting structure for construction of outer vertical surface concrete decorative molding | |
| CN207177286U (en) | Add region mould after fabricated shear wall is reserved | |
| CN110158918B (en) | Construction process of outer elevation concrete decorative moulding | |
| CN211306731U (en) | Novel prefabricated assembled concrete stair mould | |
| CN202831624U (en) | Template for deformation joint of shear wall | |
| CN216276905U (en) | Regular hexagon fair-faced concrete column steel-wood mixed template reinforcing system | |
| CN109208799B (en) | Construction method for early formwork removal in structure hole of waffle slab | |
| CN114541809B (en) | Supporting system for pouring building structure and construction process | |
| CN216893447U (en) | Hidden back edge non-dismantling formwork for forming reinforced concrete member | |
| CN217079684U (en) | Split type form removal-free concrete hollow structure | |
| CN215889453U (en) | Temporary support for two sides of post-cast strip of building floor | |
| CN215254581U (en) | Tool type beam column joint angle mould | |
| CN114197856A (en) | Hidden back edge dismantling-free template for forming reinforced concrete member and construction process | |
| CN103510703A (en) | Method for constructing concrete arch columns with variable cross-sections | |
| CN104110132B (en) | A kind of adjustable composite stairway steel formwork for highrise building and assemble method thereof | |
| CN2746057Y (en) | Framework system for clear water surface polishing concrete construction | |
| KR20220135782A (en) | Installation method for | |
| CN112627510A (en) | Structural deformation joint synchronous construction formwork reinforcing device and construction method | |
| KR101859406B1 (en) | Building construction method using exposed concrete wall | |
| CN112627570A (en) | Repairing tool for repairing large gap of door opening and construction method thereof | |
| CN216157161U (en) | Crack induction device for canceling deformation joint cover plate of building facade | |
| CN110666942A (en) | Manufacturing method of novel prefabricated concrete stair mold | |
| CN216640477U (en) | Water inlet flow channel template |
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 |