CN203129544U - Plastering rib - Google Patents
Plastering rib Download PDFInfo
- Publication number
- CN203129544U CN203129544U CN 201320052464 CN201320052464U CN203129544U CN 203129544 U CN203129544 U CN 203129544U CN 201320052464 CN201320052464 CN 201320052464 CN 201320052464 U CN201320052464 U CN 201320052464U CN 203129544 U CN203129544 U CN 203129544U
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- plastering
- rib
- floating screed
- link
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- 239000000463 material Substances 0.000 claims description 6
- 238000002347 injection Methods 0.000 claims description 5
- 239000007924 injection Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 abstract description 14
- 238000007667 floating Methods 0.000 description 53
- 238000010276 construction Methods 0.000 description 19
- 239000011505 plaster Substances 0.000 description 18
- 239000004570 mortar (masonry) Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 238000009415 formwork Methods 0.000 description 3
- 230000000717 retained effect Effects 0.000 description 3
- 238000010079 rubber tapping Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 235000002918 Fraxinus excelsior Nutrition 0.000 description 1
- 244000181980 Fraxinus excelsior Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
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Abstract
The utility model relates to a plastering fillet, plastering fillet's cross section is the Y type, including stiff end and the link of setting at the stiff end top, the link is provided with the recess, the bottom of recess is the plane. The plastering fillet has simple structure, convenient clamping and high strength, and is not easy to be pressed and deformed; after plastering, the plastering device does not need to be dismantled, thereby reducing the plastering process and improving the plastering efficiency; the length of its plastering fillet can be arbitrary length, during the use, according to the intercepting of difference needs freedom, convenient processing also makes the use control more easily, and is more convenient, practices thrift use cost.
Description
Technical field
The utility model relates to a kind of building operations instrument, particularly relates to the plaster rib of plastering of usefulness of a kind of building.
Background technology
In existing building decoration engineering, the flow process of plastering construction generally is: before plastering according to the requirement of wall plastering thickness, above the corner, respectively do earlier a standard ash cake and backguy, at window, stamp the place, angle and add and do ash cake, do wall inferior horn standard ash cake with the hanging line then.Then by the hanging line between upper and lower two ash cakes, do the height, its height identical with ash cake, at last between floating screed plaster leveling to the floating screed height.By the precision of a point of ash cake control, the precision by a line of rib control again, the precision by whole of some line traffic controls at last.Adopt common ash cake floating screed method levelling to have many drawbacks, as: (1) this method is had relatively high expectations to the workman that plasters, the roustabout not only influences the speed of plastering, and the precision of floating screed also is difficult to guarantee, then make degree of plainness for wall surface, levelness be difficult for reaching code requirement, the impression degree is not ideal enough; (2) the work progress very complicated influences efficiency of construction; (3) can't mate with mechanized construction, be difficult to reach the requirement that significantly improves efficiency of construction.
For solving the problem that exists in the above-mentioned plastering method, existing Chinese patent literature CN 201588390U provides a kind of floating screed template of plastering, for cross section is L shaped, form in first plate body and second plate body of L type, be interval with a plurality of locating holes at described second plate body.Further, also be interval with a plurality of locating holes on first plate body; This floating screed template also is furnished with described locating hole and cooperates the floating screed template to be fastened on the tapping screw on the body of wall.In the work progress, selected floating screed template, accessory screw plug is squeezed into required body of wall position, tapping screw slowly is torqued-up to the unwrapping wire height, then with the locating hole alignment screw head of floating screed template, and the floating screed template is stuck in the wedging position of tapping screw from the bottom to top, so a floating screed template is fixed in the compartment of terrain; Fix the floating screed template and begin the plastering construction operation, waited to plaster back 15 to 20 minutes, with the floating screed form removable, carry out levelling and receive light work with guiding ruler or grey cutter again.Can control different height with the fastening degree of screw in this application file, feasible plastering highly can be changeable, and, in the process of plastering, can control levelness and the verticality of the back metope of plastering, and can be used for manual, also can be used for the mechanization plastered work, can improve the efficient of plastering to a certain extent.
But, owing to be arranged at intervals with a plurality of holes on the above-mentioned floating screed template, reduce the intensity of rib, in the process of plastering, rib is subjected near the extruding of mortar easily and is out of shape, and influences plastering quality; State in the use the floating screed template plaster finish after, also need to remove the rib template that is arranged on before plastering on the body of wall, increased extra construction sequence, and made float work be not suitable for the construction operation of large tracts of land mechanization; In addition, need behind the dismounting rib to carry out levelling and receive light work with guiding ruler or grey cutter again, be difficult for guaranteeing height and the planeness of metope integral body.
The utility model content
The purpose of this utility model be to propose a kind of simple in structure, intensity is high, make things convenient for the rib of plastering of clamping.
For reaching this purpose, the utility model by the following technical solutions:
A kind of rib of plastering, the cross section of the described rib of plastering is the Y type, the link that comprises fixed end and be arranged on described fixed end top, the top of described link is provided with groove, and the bottom of described groove is the plane.
Wherein, the described rib of plastering is by the plastic material injection mo(u)lding.
Wherein, the thick 0.8～1.5mm that is in the limit of described fixed end and link.
Wherein, the height of described fixed end is 2～10mm.
Wherein, the height of described fixed end is 5mm.
Wherein, the height of described link is 2～10mm.
Wherein, the height of described link is 5mm.
The beneficial effects of the utility model are: the rib of plastering of the present utility model is the rectangular of Y type by adopting cross section, and be provided with link and fixed end, be provided with groove at link, not only simple in structure, make things convenient for clamping, and the intensity height, be difficult for being crushed out of shape; This rib of plastering uses the plastic material injection mo(u)lding of environment-friendly type, after plastering, need not to remove, and reduces plastering process, improves the efficient of plastering; The length of its rib of plastering can be random length, during use, intercepts freely according to different needs, convenient processing, and the also easier control of use, more convenient, save use cost.Building plastering method of the present utility model, adopt the plaster fixed end of rib of floating screed template clamping, control the distance of its floating screed template and metope by laser level, the floating screed template is fixed on the metope with the rib of plastering, size according to the metope of waiting to plaster, the compartment of terrain arranges a plurality of floating screed templates and plasters behind the rib, with pulp shooting machine whitewashing, make mortar cover the link of the rib of plastering after, place certain hour, wait to plaster rib and metope bonding firmly after, remove the floating screed template, the rib of will plastering is retained on the metope, at this moment, the height of rib of plastering is the height of finally plastering, at this moment, can directly use the pulp shooting machine whitewashing to plaster, after plastering, the height that wall and surface is plastered is the height of rib of plastering, the feasible efficient of plastering improves greatly, and plaster height and plastering quality are guaranteed, and the cooperative mechanical construction, improve efficiency of construction, shorten the construction period.
Description of drawings
Fig. 1 is the end view of the rib of plastering of the present utility model;
Fig. 2 is the structural representation of the rib of plastering among Fig. 1;
Fig. 3 is plaster rib and the body of wall connection diagram among Fig. 1;
Fig. 4 is a kind of floating screed formwork structure schematic diagram that the rib of plastering of the present utility model is applied to when building is plastered;
Fig. 5 is the floating screed template among Fig. 4 and the rib syndeton schematic diagram of plastering;
Fig. 6 is that floating screed template among Fig. 4 is when the floating screed of plane and the body of wall connection diagram;
Fig. 7 is the another kind of floating screed formwork structure schematic diagram that the rib of plastering of the present utility model is applied to when building is plastered;
Fig. 8 is the adjusting device decomposing schematic representation of the floating screed template among Fig. 7;
Fig. 9 is floating screed template and body of wall connection diagram among Fig. 7.
Among the figure: the 1-rib of plastering; The 2-body of wall; The 3-cramping body; 4-first trip bolt; The 5-slide block; The 6-attachment screw; The 7-bracing or strutting arrangement; The 8-pin; The 11-fixed end; The 12-link; The 21-metope; The 31-holding tank; 32-first through hole; The 33-sliding tray; The 34-connecting rod; 41-first clamp nut; 51-second through hole; The 71-telescoping mechanism; The 72-adjusting device; The 73-support bar; The 74-base; The 75-adjusting screw(rod); The 121-groove; The 122-contact surface; 341-attaching nut; 711-expansion link pin-and-hole; 721-adjusting device body; 722-second trip bolt; 723-first hole; 724-second hole; 725-first groove; 726-second groove; 731-support bar pin-and-hole.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
As shown in Figure 1 to Figure 3, a kind of rib of plastering, its cross section is the Y type, the link 12 that comprises fixed end 11 and be arranged on fixed end 11 tops, link 12 is provided with groove 121, and the bottom of groove 121 is the plane with certain width.In the utility model, the rib 1 of plastering is the plastic material injection mo(u)lding, and this plastic material is callable environmentally-friendly plastic, generally after plastering, need not to remove, directly stick on the metope with mortar, not only can reduce the plastering construction step, also can not impact environment.Compare with existing rib template, need not to offer fixing hole or locating hole on this rib 1 of plastering, the intensity of the rib 1 that not only guaranteed to plaster can also prevent from plastering rib 1 by mortar crimp, thereby guarantee integral thickness and quality in the process of plastering.
Wherein, fixed end 11 is thick with the limit of link 12 to be 0.8～1.5mm, and the height of fixed end 11 is 2～10mm, and the height of link 12 is 2～10mm; Preferably, fixed end 11 is thick with the limit of link 12 to be 1mm, and fixed end 11 is 5mm with the height of link 12.When satisfying the height of plastering, the intensity of the rib 1 that effectively guarantees to plaster in order to avoid mortar causes extruding to the rib 1 of plastering and is out of shape in the process of plastering, also can not cause the waste of material.This rib 1 of plastering arranges fixed end 11, convenient and floating screed template clamping, simple in structure, and by injection mo(u)lding, its length can be any, and length as required freely intercepts and gets final product in use, and is easy to control, avoids waste, and also saves cost.
Shown in Fig. 4 to 9, a kind of building plastering method may further comprise the steps:
Steps A: floating screed, adopt fixed end 11 clampings of rib 1 and fixing of will plastering of floating screed template, the contact surface 122 of the link 12 of the rib 1 of plastering is aimed at the metope 21 of bodies of wall 2, levelness and the verticality of control floating screed template, after by the linkage on the floating screed template floating screed template and body of wall 2 being connected and fixed, to metope 21 whitewashings, when treating that mortar covers the link 12 of the described rib 1 of plastering, stop whitewashing; After the rib 1 of waiting to plaster stably is fixed on metope 21, remove the linkage of floating screed template, remove the floating screed template, the rib 1 of plastering is retained on the metope 21, the end of the fixed end 11 of this rib 1 of plastering to metope 21 that the contact surface 122 of link 12 contact between distance be and need plaster highly;
Step B: plaster, with pulp shooting machine motar is sprayed to metope 21, cover the fixed end 11 of the rib 1 of plastering until motar, the end that is pasting the fixed end 11 of the rib 1 of plastering with guiding ruler is received and is scraped.
Wherein, the floating screed template in the steps A is controlled levelness and verticality by laser level, and the spacing between the adjacent floating screed template is 1.3～2m.
In the utility model, the floating screed template comprises cramping body 3, the end face of cramping body 3 offers for the plaster holding tank 31 of rib 1 of clamping, cramping body 3 is provided with for the plaster fastening devices of rib 1 of clamping, during assembling, holding tank 31 cooperates with the fixed end 11 of the rib 1 of plastering, and fastening devices clamps holding tank 31, so that holding tank 31 clamps the rib 1 of plastering.This floating screed template is by offering holding tank 31 at cramping body 3, utilizes cooperating of holding tank 31 and the rib 1 of plastering, and again by the fastening devices on the cramping body 3, realizes the rib 1 of plastering of clamping stably, makes things convenient for floating screed, and this floating screed formwork structure is simple, easy to operate.
Particularly, fastening devices comprises: be arranged at first through hole 32 of cramping body 3 both sides, first trip bolt 4 of first through hole 32 that passes cramping body 3 both sides and first clamp nut 41 that cooperates with first trip bolt 4.When the fixed end 11 of the rib 1 of plastering with after holding tank 31 cooperates, by turning first hold-down nut 41, make the nut of win clamp nut 41 and first trip bolt 4 clamp cramping body 3 in the both sides of cramping body 3, under the enough situation of clamping force, by clamping cramping body 3, can reduce the width of holding tank 31, and then realize clamping the purpose of the rib 1 of plastering.And in the present embodiment, the quantity of fastening devices is 3 groups, and 3 groups of fastening devicess are spaced apart and arranged in the interlude of cramping body 3; Clamping by fastening devices when plastering rib 1, make the rib 1 of plastering stressed in many places, can make stressed more evenly, not only can effectively clamp the rib 1 of plastering, can also improve the reliability of a dress device, can guarantee the quality that the later stage plasters again.Further, when the quantity of fastening devices also can be according to actual floating screed, the length of the rib 4 of plastering and deciding, the rib of plastering is long, then can arrange more, otherwise, can arrange less.
When carrying out floating screed for big metope, its floating screed template also comprises the slide block 5 of the inside that slidably is arranged at cramping body 3, the end face of slide block 5 is provided with second through hole 51, the corresponding sliding tray 33 that is provided with the bottom surface of the end face of cramping body 3, during installation, to pass the sliding tray 33 of end face of second through hole 51, the cramping body 3 of sliding tray 33, the slide block 5 of the bottom surface of cramping body 3 for the attachment screw 6 that is connected with body of wall 2 successively, the head of final attachment screw 6 penetrates body of wall 2, and this floating screed template is connected with body of wall 2.Preferably, the quantity of slide block 5 is 2, and two slide blocks 5 lay respectively at the two ends of cramping body 3.This floating screed template is fixed on the body of wall 2 at the place, two ends by the slide block 5 at two ends and the attachment screw 6 that cooperates with slide block 5, be fixed on the metope 21 to this floating screed form stable after fixing, and, locate fixedly floating screed template by 2, guarantee levelness and the verticality of floating screed template easily, make the levelness and the verticality that finally are retained in the rib of plastering on the metope 21 be guaranteed, and then guarantee plaster height and plastering quality; Simultaneously, can be according to the size of actual plastered wall face 21, evenly also the compartment of terrain arranges a plurality of ribs 1 of plastering on metope 21, cooperates the machine construction, improves the efficient of plastering.
When being used for external corner position floating screed, the floating screed template also comprises the bracing or strutting arrangement 7 that is arranged at cramping body 3 bottom sides abreast, the bottom of cramping body 3 is provided with the connecting rod 34 vertical with cramping body 3, bracing or strutting arrangement 7 comprises support bar 73, be positioned at the base 74 of the bottom of support bar 73, and be arranged at adjusting device 72 on the support bar 73, connecting rod 34 cooperates fixing with adjusting device 72, during installation, the base 74 of bracing or strutting arrangement 7 is placed ground, the setting that offsets of the top of support bar 73 and the metope of end face, one end of connecting rod 34 is fixedlyed connected with bracing or strutting arrangement 7, and the other end makes cramping body 3 and body of wall 2 be close to setting; Offer through hole on the base 74, through hole is connected with the adjustment screw 71 that is used for base for supporting 74.At this moment, adjust the levelness of the base 74 of bracing or strutting arrangement 7 by adjustment screw 71, control verticality and the levelness of bracing or strutting arrangement 7 again by laser level, after the adjustment, the base 74 of bracing or strutting arrangement 7 is stood on the ground, and the top of bracing or strutting arrangement 7 and the metope of end face offset fixing; Adjust adjusting device 72 and regulate the position of connecting rod 34 and bracing or strutting arrangement 7, and then control the fastening tightness at cramping body 3 and external corner position by connecting rod 34, cooperate laser level to make cramping body 3 and the rib 1 of plastering be fixed on the external corner position of body of wall 2 simultaneously.
Particularly, adjusting device 72 comprises adjusting device body 721, and second trip bolt 722 that is connected with adjusting device body 721, offer first groove 725 of the axis that is parallel to support bar 73 on first section of adjusting device body 721, offer second groove 726 of the axis that is parallel to connecting rod 34 on second section, support bar 73 passes first groove 725 and arranges, connecting rod 34 passes described second groove 726 and arranges, adjusting device 72 and first groove 725, second groove, 726 vertical both ends of the surface are provided with first hole 723 that can cooperate with second trip bolt 722, second hole 724, during assembling, respectively two second trip bolts 722 are screwed in first hole 723, second hole 724, second trip bolt 722 that cooperates with first hole 723 passes first hole 723, and with second groove 726 in offset away from the side in first hole 723, to clamp connecting rod 34; Second trip bolt 722 that cooperates with second hole 724 passes second hole 724, and offsets with support bar 73, to clamp support bar 73.
Further, also be provided with adjusting screw(rod) 75 between the support bar 73 of bracing or strutting arrangement 7 and the base 74, be arranged with adjusting nut 751 on the adjusting screw(rod) 75, support bar 73 is set on the adjusting screw(rod) 75, and the setting that offsets of the end face of the bottom of support bar 73 and adjusting nut 751; Can trace adjust the height of bracing or strutting arrangement 7 by this regulator site, make bracing or strutting arrangement 7 can stably be fixed between the metope of ground and end face, with levelness and the verticality of assurance cramping body.
Again further, the top of the support bar 73 of bracing or strutting arrangement 7 also is provided with telescoping mechanism 71, and telescoping mechanism 71 comprises expansion link, and support bar 73 is socketed on expansion link; Because the actual bad border of plastering is changeable, the height of metope of causing plastering differs, and at this moment, can adjust the overall height of bracing or strutting arrangement 7 by the height of adjusting this telescoping mechanism 71, and then can adapt to the environment of plastering of differing heights, make that the scope of application of this floating screed template is wider; Preferably, in the present embodiment, interval 20～30cm is provided with a plurality of expansion link pin-and-holes 711 on the expansion link 71, and accordingly, support bar 73 is provided with support bar pin-and-hole 731, when needs are adjusted the height of bracing or strutting arrangement, pull out expansion link, and when expansion link is positioned over required height, one of them expansion link pin-and-hole 711 is alignd with support bar pin-and-hole 731, insert pin 8, expansion link 71 can be fixed on desired location; And after finishing using, extract pin 8, withdrawal expansion link 71 makes another expansion link pin-and-hole 711 align with support bar pin-and-hole 731, inserts pin 8, can realize taking in, and also makes this device be easy to move.
This building plastering method is by cooperating the floating screed template, and cooperative mechanical construction effectively can certainly the artificial construction; And after plastering, plastering highly of the metope 21 of body of wall 2 is the fixed end 11 and the distance of plastering between the preceding metope 21 of the rib 1 of plastering, this rib 1 of plastering is directly covered on the body of wall 2 by mortar, and need not to remove, reduce construction sequence, improve efficiency of construction greatly, shorten the construction period, this method not only can strictly be controlled depth of plastering and plastering quality, and the construction of energy cooperative mechanical, the efficiency of construction height.
The above is preferred embodiment of the present utility model only, is not limited to the utility model, and for a person skilled in the art, the utility model can have various changes and variation.All within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., all should be included within the protection domain of the present utility model.
Claims (7)
1. rib of plastering, it is characterized in that: the cross section of the described rib of plastering (1) is the Y type, the link (12) that comprises fixed end (11) and be arranged on described fixed end (11) top, the top of described link (12) is provided with groove (121), and the bottom of described groove (121) is the plane.
2. a kind of rib of plastering according to claim 1 is characterized in that: the described rib of plastering (1) is for by the plastic material injection mo(u)lding.
3. a kind of rib of plastering according to claim 1 is characterized in that: the thick 0.8～1.5mm that is in limit of described fixed end (11) and link (12).
4. a kind of rib of plastering according to claim 1, it is characterized in that: the height of described fixed end (11) is 2～10mm.
5. a kind of rib of plastering according to claim 4, it is characterized in that: the height of described fixed end (11) is 5mm.
6. a kind of rib of plastering according to claim 1, it is characterized in that: the height of described link (12) is 2～10mm.
7. a kind of rib of plastering according to claim 6, it is characterized in that: the height of described link (12) is 5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320052464 CN203129544U (en) | 2013-01-30 | 2013-01-30 | Plastering rib |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320052464 CN203129544U (en) | 2013-01-30 | 2013-01-30 | Plastering rib |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129544U true CN203129544U (en) | 2013-08-14 |
Family
ID=48937536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320052464 Expired - Lifetime CN203129544U (en) | 2013-01-30 | 2013-01-30 | Plastering rib |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203129544U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088994A (en) * | 2013-01-30 | 2013-05-08 | 深圳广田装饰集团股份有限公司 | Plastering fillet and building plastering method |
| CN104018651A (en) * | 2014-06-19 | 2014-09-03 | 江苏嘉明合达工程机械有限公司 | External corner screeding rod for wall plastering and use method thereof |
-
2013
- 2013-01-30 CN CN 201320052464 patent/CN203129544U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103088994A (en) * | 2013-01-30 | 2013-05-08 | 深圳广田装饰集团股份有限公司 | Plastering fillet and building plastering method |
| CN104018651A (en) * | 2014-06-19 | 2014-09-03 | 江苏嘉明合达工程机械有限公司 | External corner screeding rod for wall plastering and use method thereof |
| CN104018651B (en) * | 2014-06-19 | 2016-06-08 | 江苏世纪魔方科技有限公司 | Wall plastering Yang Jiao rushes muscle bar and using method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130814 Effective date of abandoning: 20150624 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20130814 Effective date of abandoning: 20150624 |
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