CN115199050B - Method for building arc angle - Google Patents
Method for building arc angle Download PDFInfo
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- CN115199050B CN115199050B CN202210734312.XA CN202210734312A CN115199050B CN 115199050 B CN115199050 B CN 115199050B CN 202210734312 A CN202210734312 A CN 202210734312A CN 115199050 B CN115199050 B CN 115199050B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention discloses a method for building an arc angle, which comprises the following steps: forming a wall external corner, a wall internal corner and a wall end between the wall body and the bottom plate, and respectively placing the external corner plate, the internal corner plate and the end plate which are all prefabricated components into the wall external corner, the wall internal corner and the wall end; and constructing a masonry structure between adjacent prefabricated components, wherein the masonry structure is respectively connected with the external corner plate, the internal corner plate and the end plate, and the internal arc surfaces of the external corner plate, the internal corner plate and the end plate are used as references to construct the internal arc surfaces of the masonry structure. The invention has the beneficial effects that: the female angle plate, the male angle plate and the end plate are used as construction references, so that the construction quality of the masonry structure is ensured, and the radian anastomosis of the arc angle and the high precision of the size are ensured; the inside masonry brick is utilized for filling and supporting, the outside cement mortar is utilized for adhesion and forming, and the method has the advantages of high construction efficiency and reliable construction quality.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a method for building circular arc angles.
Background
In the construction process of building engineering, in particular roofing construction, the structural form of the arc angle is widely used. The traditional method is a direct plastering molding mode, a formwork concrete pouring mode and other molding modes, and has small error for small-scale construction, but is difficult to control arc molding, poor in impression and multiple in problems for large-area and long-distance construction, and the later correction is time and labor consuming and has high cost. Therefore, how to accurately control the arc forming and improve the construction efficiency, especially the large-area arc construction operation, is a difficult problem which is always considered by the technicians in the field.
Disclosure of Invention
The invention aims at: the invention provides a masonry method of an arc angle, which solves the problem of poor construction quality of large-area arc construction operation.
The aim of the invention is achieved by the following technical scheme:
a masonry method of arc angles comprises the following steps:
forming a wall external corner, a wall internal corner and a wall end between the wall body and the bottom plate, and respectively placing the external corner plate, the internal corner plate and the end plate which are prefabricated components into the wall external corner, the wall internal corner and the wall end;
and (2) constructing a masonry structure between adjacent prefabricated components, wherein the masonry structure is respectively connected with the male angle plate, the female angle plate and the end plate, and the circular arc surfaces of the inner sides of the male angle plate, the female angle plate and the end plate are used as references to construct the circular arc surfaces of the inner sides of the masonry structure.
Further, the outside of yang angle board be equipped with horizontal bottom surface, vertical yin one side and vertical yin two sides, form L shape board internal corner between vertical yin one side and the vertical yin two sides, the inboard of yang angle board is equipped with two crisscross circular arc faces, two circular arc faces are respectively with vertical yin one side, vertical yin two sides as the crooked arrangement of basis.
Further, the outside of the negative angle plate is provided with a horizontal bottom surface, a vertical male surface and a vertical Yang Ermian, an L-shaped plate male angle is formed between the vertical male surface and the vertical male surface, the inside of the negative angle plate is provided with two crossed arc surfaces, and the two arc surfaces are respectively arranged in a bending way on the basis of the vertical male surface and the vertical male surface.
Further, the outer side of the end plate is provided with a horizontal bottom surface and a vertical end surface, the inner side of the end plate is provided with an arc surface, and the arc surface is bent and arranged on the basis of the vertical end surface.
Further, the cross sections of the two ends of the external corner plate, the cross sections of the two ends of the internal corner plate and the cross sections of the end plates are all the same in size and shape.
Further, in the step (2), a vertical masonry is constructed on the wall, a horizontal masonry is constructed on the bottom plate, an oblique masonry is constructed between the vertical masonry and the horizontal masonry, gaps among the vertical masonry, the horizontal masonry and the oblique masonry are filled with filling materials, and the inner arc surfaces of the external corner plates, the internal corner plates and the end plates are used as references, so that the outer sides of the filling materials form flush arc surfaces.
Further, the oblique masonry, the vertical masonry and the horizontal masonry are masonry turning blocks.
Further, the vertical masonry is placed on the horizontal masonry.
Further, the filling material is cement mortar.
Further, the filling material auxiliary glass fiber net is connected with the external corner plate, the internal corner plate or the end plate.
The invention has the beneficial effects that:
1. the female angle plate, the male angle plate and the end plate are used as construction references, so that the construction quality of the masonry structure is ensured, and the radian anastomosis of the arc angle and the high precision of the size are ensured.
2. The inside masonry brick is utilized for filling and supporting, the outside cement mortar is utilized for adhesion and forming, and the method has the advantages of high construction efficiency and reliable construction quality.
The foregoing inventive subject matter and various further alternatives thereof may be freely combined to form a plurality of alternatives, all of which are employable and claimed herein; and the invention can be freely combined between the (non-conflicting choices) choices and between the choices and other choices. Various combinations will be apparent to those skilled in the art from a review of the present disclosure, and are not intended to be exhaustive or all of the present disclosure.
Drawings
Fig. 1 is a schematic structural view of the present invention.
FIG. 2 is a schematic view of the structure of the cement mortar of the invention.
In the figure: 1-wall body, 2-external corner plate, 3-bottom plate, 4-internal corner plate, 5-end plate, 6-masonry structure, 61-oblique masonry, 62-cement mortar, 63-glass fiber net, 64-vertical masonry and 65-horizontal masonry.
Detailed Description
The following non-limiting examples illustrate the invention.
Example 1:
referring to fig. 1 and 2, a method of constructing an arc angle employs a male corner plate 2, a female corner plate 4, and a terminal plate 5, which are all prefabricated members.
The outside of the external corner plate 2 is provided with a horizontal bottom surface, a vertical female surface and a vertical female surface, the horizontal bottom surface realizes the stable placement of the external corner plate 2 on the bottom plate 3, an L-shaped board female angle is formed between the vertical female surface and the vertical female surface, and the board female angle realizes the matched placement of the external corner plate 2 at the external corner of the wall body 1.
The inner side of the external corner plate 2 is provided with two crossed arc surfaces which are respectively arranged in a bending way on the basis of a vertical female surface and a vertical female surface. Because vertical female surface and vertical female surface all need laminate wall body 1, then two circular arc surfaces are based on vertical female surface, just are based on wall body 1, guarantee that the position of two circular arc surfaces relative to wall body 1 corresponds the side terminal surface is certain.
The outside of the triangle plate 4 is provided with a horizontal bottom surface, a vertical male surface and a vertical male surface, the horizontal bottom surface realizes the stable placement of the triangle plate 4 on the bottom plate 3, an L-shaped plate external corner is formed between the vertical male surface and the vertical male surface, and the plate external corner realizes the matched placement of the triangle plate 4 at the wall internal corner of the wall body 1.
The inner side of the female angle plate 4 is provided with two crossed arc surfaces which are respectively arranged in a bending way on the basis of a vertical male surface and a vertical male surface. Because vertical male surface and vertical Yang Ermian all need laminate wall body 1, then two circular arc surfaces are based on vertical male surface, just are based on wall body 1, guarantee that the position of two circular arc surfaces relative to wall body 1 corresponding side terminal surface is certain.
The outer side of the end plate 5 is provided with a horizontal bottom surface and a vertical end surface, and the horizontal bottom surface realizes stable placement of the end plate 5 on the bottom plate 3. The inner side of the end plate 5 is provided with an arc surface which is bent and arranged on the basis of the vertical end surface. Because the vertical end surface needs to be attached to the wall body 1, the arc surface is based on the vertical end surface, namely based on the wall body 1, and the position of the arc surface relative to the end surface of the corresponding side of the wall body 1 is ensured to be certain.
The cross sections of the two ends of the external corner plate 2, the cross sections of the two ends of the internal corner plate 4 and the cross sections of the end plates 5 are all the same in size and shape, so that after three prefabricated components are placed, the size and shape of the end parts are opposite, and a straight and bar-shaped arc angle can be formed.
The masonry method comprises the following steps:
and (1) forming external corners, internal corners and end heads of the wall between the wall body 1 and the bottom plate 3, respectively placing the external corner plates 2, the internal corner plates 4 and the end head plates 5 which are all prefabricated components into the external corners, the internal corners and the end heads of the wall, and forming opposite structures between the end parts of the adjacent prefabricated components.
And (2) constructing a masonry structure 6 between adjacent prefabricated components, constructing a vertical masonry 64 on the wall body 1, constructing a horizontal masonry 65 on the bottom plate 3, constructing an inclined masonry 61 between the vertical masonry 64 and the horizontal masonry 65, then filling gaps among the vertical masonry 64, the horizontal masonry 65 and the inclined masonry 61 by using cement mortar 62 as filling materials, and forming a flush arc surface by taking the arc surfaces of the inner sides of the external corner plate 2, the internal corner plate 4 and the end plate 5 as references.
The oblique masonry 61, the vertical masonry 64 and the horizontal masonry 65 are masonry turning blocks for supporting the inside, the vertical masonry 64 is placed on the horizontal masonry 65, the masonry turning blocks can be stacked, and the height, the width and the thickness of the built structure are identical to those of the end part of the prefabricated part.
The cement mortar 62 realizes that the masonry structure 6 is respectively connected with the external corner plate 2, the internal corner plate 4 and the end plate 5, the cement mortar 62 is used for external forming and adhesion between the structures, and the filling material auxiliary glass fiber net 63 is connected with the external corner plate 2, the internal corner plate 4 or the end plate 5 for reinforcing the connection strength.
The foregoing basic embodiments of the invention, as well as other embodiments of the invention, can be freely combined to form numerous embodiments, all of which are contemplated and claimed. In the scheme of the invention, each selection example can be arbitrarily combined with any other basic example and selection example.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.
Claims (9)
1. The method for building the circular arc angle is characterized by comprising the following steps of:
forming external corners, internal corners and end heads of the wall between the wall (1) and the bottom plate (3), and respectively placing the external corners, the internal corners and the end heads (5) of the wall (2), the internal corners (4) and the end heads which are prefabricated components into the external corners, the internal corners and the end heads of the wall;
constructing a masonry structure (6) between adjacent prefabricated components, wherein the masonry structure (6) is respectively connected with the external corner plate (2), the internal corner plate (4) and the end plate (5), and the circular arc surfaces on the inner sides of the external corner plate (2), the internal corner plate (4) and the end plate (5) are used as references, so as to construct the circular arc surfaces on the inner sides of the masonry structure (6);
in the step (2), a vertical masonry (64) is constructed on the wall body (1), a horizontal masonry (65) is constructed on the bottom plate (3), an oblique masonry (61) is constructed between the vertical masonry (64) and the horizontal masonry (65), gaps among the vertical masonry (64), the horizontal masonry (65) and the oblique masonry (61) are filled with filling materials, and circular arc surfaces on the inner sides of the male corner plate (2), the female corner plate (4) and the end plate (5) are used as references, so that the outer sides of the filling materials form flush circular arc surfaces.
2. A method of constructing an arc angle as claimed in claim 1, wherein: the outside of the right angle plate (2) be equipped with horizontal bottom surface, vertical yin one side and vertical yin two sides, form L shape board internal corner between vertical yin one side and the vertical yin two sides, the inboard of right angle plate (2) is equipped with two crisscross circular arc surfaces, two circular arc surfaces are respectively with vertical yin one side, vertical yin two sides as the crooked arrangement of basis.
3. A method of constructing an arc angle as claimed in claim 1, wherein: the outside of the triangular plate (4) is provided with a horizontal bottom surface, a vertical male surface and a vertical Yang Ermian, an L-shaped plate external corner is formed between the vertical male surface and the vertical male surface, the inside of the triangular plate (4) is provided with two crossed arc surfaces, and the two arc surfaces are respectively bent and arranged on the basis of the vertical male surface and the vertical male surface.
4. A method of constructing an arc angle as claimed in claim 1, wherein: the outer side of the end plate (5) is provided with a horizontal bottom surface and a vertical end surface, the inner side of the end plate (5) is provided with an arc surface, and the arc surface is bent and arranged on the basis of the vertical end surface.
5. A method of constructing an arc angle as claimed in claim 1, wherein: the cross sections of the two ends of the triangular plate (2), the cross sections of the two ends of the internal corner plate (4) and the cross sections of the end plates (5) are all the same in size and shape.
6. A method of constructing an arc angle as claimed in claim 1, wherein: the oblique masonry (61), the vertical masonry (64) and the horizontal masonry (65) are all masonry bricks.
7. A method of constructing an arc angle as claimed in claim 1, wherein: the vertical masonry (64) is placed on the horizontal masonry (65).
8. A method of constructing an arc angle as claimed in claim 1, wherein: the filler material is cement mortar (62).
9. A method of constructing an arc angle as claimed in claim 1, wherein: the filling material auxiliary glass fiber net (63) is connected with the external corner plate (2), the internal corner plate (4) or the end plate (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210734312.XA CN115199050B (en) | 2022-06-27 | 2022-06-27 | Method for building arc angle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210734312.XA CN115199050B (en) | 2022-06-27 | 2022-06-27 | Method for building arc angle |
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| Publication Number | Publication Date |
|---|---|
| CN115199050A CN115199050A (en) | 2022-10-18 |
| CN115199050B true CN115199050B (en) | 2023-08-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210734312.XA Active CN115199050B (en) | 2022-06-27 | 2022-06-27 | Method for building arc angle |
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| CN213682908U (en) * | 2020-08-04 | 2021-07-13 | 中核华辰建筑工程有限公司 | Portable roofing R angle circular arc forming tool |
| CN215106712U (en) * | 2021-04-12 | 2021-12-10 | 河南天工建设集团有限公司 | Trowel for roof arc chamfering |
| CN215291040U (en) * | 2021-07-16 | 2021-12-24 | 广东翔顺建设集团有限公司 | Parapet flashing angle bead using shaped PC component |
-
2022
- 2022-06-27 CN CN202210734312.XA patent/CN115199050B/en active Active
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| JP2014005621A (en) * | 2012-06-22 | 2014-01-16 | Kajima Corp | Multifunctional rooftop foundation |
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| CN103114683A (en) * | 2013-02-05 | 2013-05-22 | 中天建设集团有限公司 | Arc circle double-line roof flashing construction structure |
| CN203514663U (en) * | 2013-09-26 | 2014-04-02 | 北京天恒建设工程有限公司 | Arc temperature preservation plate flashing structure |
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| CN211229521U (en) * | 2019-11-29 | 2020-08-11 | 中建八局第四建设有限公司 | Roofing arc angle template |
| CN213682908U (en) * | 2020-08-04 | 2021-07-13 | 中核华辰建筑工程有限公司 | Portable roofing R angle circular arc forming tool |
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| CN115199050A (en) | 2022-10-18 |
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