CN115199050A - Building method of arc angle - Google Patents
Building method of arc angle Download PDFInfo
- Publication number
- CN115199050A CN115199050A CN202210734312.XA CN202210734312A CN115199050A CN 115199050 A CN115199050 A CN 115199050A CN 202210734312 A CN202210734312 A CN 202210734312A CN 115199050 A CN115199050 A CN 115199050A
- Authority
- CN
- China
- Prior art keywords
- plate
- masonry
- vertical
- arc
- wall
- 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
- 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 construction method of a circular arc angle, which comprises the following steps: a wall external corner, a wall internal corner and a wall end are formed between the wall body and the bottom plate, and an external corner plate, an internal corner plate and an end plate which are all prefabricated components are respectively placed at the wall external corner, the wall internal corner and the wall end; and constructing a masonry structure between the 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 arc surface at the inner side of the masonry structure is constructed by taking the arc surfaces at the inner sides of the male angle plate, the female angle plate and the end plate as a reference. The invention has the beneficial effects that: the internal corner plate, the external corner plate and the end plate are used as construction references, so that the construction quality of the masonry structure is guaranteed, and the radian coincidence of the arc angles and the high precision of the size are guaranteed; the interior masonry brick is used for filling and supporting, and the exterior cement mortar is used for bonding and forming, so that the construction 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 construction method of a circular arc angle.
Background
In the construction process of building engineering, especially in roofing construction, the structural style of the arc angle is widely used. The traditional way is that shaping modes such as shaping, formwork concrete placement are directly plastered, to the construction of narrow range, the error is less, nevertheless to large tracts of land, long distance construction, often the circular arc shaping control is difficult, the impression is poor, the problem is many, later stage rectification is wasted time and energy, the cost is higher. Therefore, how to accurately control the arc forming and improve the construction efficiency, especially the large-area arc construction operation, is a problem that technicians in the field always think.
Disclosure of Invention
The invention aims to: the invention provides a building method of an arc angle, which solves the problem of poor construction quality of large-area arc construction operation.
The purpose of the invention is realized by the following technical scheme:
a construction method of a circular arc angle comprises the following steps:
step (1), forming a wall external corner, a wall internal corner and a wall end between a wall body and a bottom plate, and respectively placing an external corner plate, an internal corner plate and an 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 among the 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 arc surface on the inner side of the masonry structure is constructed by taking the arc surfaces on the inner sides of the external corner plate, the internal corner plate and the end plate as a reference.
Furthermore, the outer side of the external corner plate is provided with a horizontal bottom surface, a vertical internal face and a vertical internal face, an L-shaped internal corner is formed between the vertical internal face and the vertical internal face, the inner side of the external corner plate is provided with two crossed arc faces, and the two arc faces are respectively arranged in a bending mode by taking the vertical internal face and the vertical internal face as the basis.
Furthermore, the outer side of the internal corner plate is provided with a horizontal bottom surface, a vertical positive surface and a vertical Yang Ermian, an L-shaped plate positive corner is formed between the vertical positive surface and the vertical positive surface, the inner side of the internal corner plate is provided with two crossed circular arc surfaces, and the two circular arc surfaces are respectively arranged in a bending mode by taking the vertical positive surface and the vertical positive surface as the basis.
Furthermore, 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 arranged in a bending mode by taking the vertical end surface as a basis.
Furthermore, 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 section of the end plate are all the same in size and shape.
Further, in the step (2), vertical masonry is constructed on the wall body, horizontal masonry is constructed on the bottom plate, oblique masonry is constructed between the vertical masonry and the horizontal masonry, then gaps between the vertical masonry, the horizontal masonry and the oblique masonry are filled with the filling materials, and the outer sides of the filling materials form parallel arc surfaces by taking the arc surfaces of the male angle plate, the female angle plate and the inner sides of the end plates as references.
Furthermore, the inclined masonry, the vertical masonry and the horizontal masonry are masonry rotating blocks.
Further, the vertical masonry is placed on the horizontal masonry.
Further, the filling material is cement mortar.
Furthermore, the filling material assists the glass fiber net to be connected with a male angle plate, a female angle plate or an end plate.
The invention has the beneficial effects that:
1. the internal corner plate, the external corner plate and the end plate are used as construction references, so that the construction quality of the masonry structure is guaranteed, and the radian coincidence of the arc angles and the high precision of the size are guaranteed.
2. The interior masonry brick is used for filling and supporting, and the exterior cement mortar is used for bonding and forming, so that the construction method has the advantages of high construction efficiency and reliable construction quality.
The main scheme and the further selection schemes can be freely combined to form a plurality of schemes which are all adopted and claimed by the invention; in the invention, the selection (each non-conflict selection) and other selections can be freely combined. The skilled person in the art can understand that there are many combinations, which are all the technical solutions to be protected by the present invention, according to the prior art and the common general knowledge after understanding the scheme of the present invention, and the technical solutions are not exhaustive herein.
Drawings
Fig. 1 is a schematic structural view of the present invention.
FIG. 2 is a structural schematic view of the cement mortar of the present 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 serve to illustrate the invention.
Example 1:
referring to fig. 1 and 2, a method for constructing a circular arc corner uses an external corner plate 2, an internal corner plate 4 and an end plate 5 which are prefabricated components.
The outside of external corner board 2 is equipped with horizontal bottom surface, vertical cloudy one side and vertical cloudy biplanar, and the horizontal bottom surface realizes that external corner board 2 is stable on bottom plate 3 and places, forms the board reentrant corner of L shape between vertical cloudy one side and the vertical cloudy biplanar, and the board reentrant corner realizes that the matching of external corner board 2 in the wall external corner department of wall body 1 is placed.
The inner side of the external corner plate 2 is provided with two crossed arc surfaces which are respectively arranged in a bending way by taking the vertical female surface and the vertical female surface as the basis. Because the vertical female face and the vertical female face are both required to be attached to the wall body 1, the two arc faces are based on the vertical female face and the wall body 1, and the positions of the two arc faces relative to the corresponding side end faces of the wall body 1 are ensured to be fixed.
The outside of cloudy scute 4 is equipped with horizontal bottom surface, vertical positive one side and vertical positive biplanar, and the horizontal bottom surface realizes that cloudy scute 4 is stably placed on bottom plate 3, forms the board external corner of L shape between vertical positive one side and the vertical positive biplanar, and the board external corner realizes that the matching of cloudy scute 4 in the wall internal corner department of wall body 1 is placed.
The inner side of the internal corner plate 4 is provided with two crossed arc surfaces which are respectively arranged in a bending way by taking the vertical positive surface and the vertical positive surface as the basis. Because the vertical positive surface and the vertical Yang Ermian are both required to be attached to the wall body 1, the two circular arc surfaces are based on the vertical positive surface and the wall body 1, and the positions of the two circular arc surfaces relative to the corresponding side end surfaces of the wall body 1 are ensured to be fixed.
The outside of end board 5 is equipped with horizontal bottom surface and vertical terminal surface, and the stable placement of end board 5 on bottom plate 3 is realized to the horizontal bottom surface. The inner side of the end plate 5 is provided with an arc surface which is arranged in a bending way by taking a vertical end face as a base. Because the vertical end face needs to be attached to the wall body 1, the arc face is based on the vertical end face and is based on the wall body 1, and the position of the arc face relative to the corresponding side end face of the wall body 1 is ensured to be fixed.
The cross sections of the two ends of the male corner plate 2, the cross sections of the two ends of the female corner plate 4 and the cross sections of the end plates 5 are the same in size and shape, so that the size and shape of the end parts are opposite after the three prefabricated parts are placed, and a circular arc angle which is arranged in a straight and strip shape can be formed.
The masonry method comprises the following steps:
step (1), forming a wall external corner, a wall internal corner and a wall end head between a wall body 1 and a bottom plate 3, respectively placing an external corner plate 2, an internal corner plate 4 and an end plate 5 which are all prefabricated components into the wall external corner, the wall internal corner and the wall end head, and forming a structure with opposite positions 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 a filling material, and forming a parallel and level arc surface on the outer side of the filling material by taking the arc surfaces on the inner sides of the external corner plate 2, the internal corner plate 4 and the end plate 5 as a reference.
The inclined masonry 61, the vertical masonry 64 and the horizontal masonry 65 are masonry rotating blocks and are used for supporting the interior, the vertical masonry 64 is placed on the horizontal masonry 65, the masonry rotating blocks can be stacked and masonry can be performed, and the height, the width and the thickness of the masonry structure and the shape of the end portion of the prefabricated part are the same.
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 forming the outside and adhering the structures, and the filling material assists the glass fiber net 63 to be connected with the external corner plate 2, the internal corner plate 4 or the end plate 5 for strengthening the connection strength.
The foregoing basic embodiments of the invention and their various further alternatives can be freely combined to form multiple embodiments, all of which are contemplated and claimed herein. In the scheme of the invention, each selection example can be combined with any other basic example and selection example at will.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. A construction method of a circular arc angle is characterized by comprising the following steps:
step (1), forming a wall external corner, a wall internal corner and a wall end head between a wall body (1) and a bottom plate (3), and respectively placing an external corner plate (2), an internal corner plate (4) and an end plate (5) which are all prefabricated components into the wall external corner, the wall internal corner and the wall end head;
and (2) constructing a masonry structure (6) among the adjacent prefabricated components, wherein the masonry structure (6) is respectively connected with the external corner plates (2), the internal corner plates (4) and the end plates (5), and the arc surfaces on the inner sides of the external corner plates (2), the internal corner plates (4) and the end plates (5) are constructed by taking the arc surfaces on the inner sides of the external corner plates (2), the internal corner plates (4) and the end plates (5) as a reference.
2. The method for building the arc angle according to claim 1, wherein: the outer side of the external corner plate (2) is provided with a horizontal bottom surface, a vertical female surface and vertical female two surfaces, an L-shaped plate female corner is formed between the vertical female surface and the vertical female two surfaces, the inner side of the external corner plate (2) is provided with two crossed arc surfaces, and the two arc surfaces are respectively arranged in a bending mode by taking the vertical female surface and the vertical female two surfaces as a basis.
3. The method for building the arc angle according to claim 1, wherein: the outer side of the internal corner plate (4) is provided with a horizontal bottom surface, a vertical positive surface and a vertical Yang Ermian, an L-shaped plate positive corner is formed between the vertical positive surface and the vertical positive surface, the inner side of the internal corner plate (4) is provided with two crossed circular arc surfaces, and the two circular arc surfaces are respectively arranged in a bending mode by taking the vertical positive surface and the vertical positive surface as bases.
4. The method for building the arc angle according to 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 arranged in a bending mode by taking the vertical end surface as a basis.
5. The method for building the arc angle according to claim 1, wherein: 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 section of the end plate (5) are all the same size and shape.
6. A method for laying arc corners according to any one of claims 1 to 5, characterized in that: 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), then gaps among the vertical masonry (64), the horizontal masonry (65) and the oblique masonry (61) are filled with filling materials, and 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 that the outer sides of the filling materials form a parallel and level arc surface.
7. The method for building the circular arc angle according to claim 6, characterized in that: the oblique masonry (61), the vertical masonry (64) and the horizontal masonry (65) are all masonry rotating blocks.
8. The method for building the arc angle according to claim 6, wherein: the vertical masonry (64) is placed on the horizontal masonry (65).
9. The method for building the arc angle according to claim 6, wherein: the filling material is cement mortar (62).
10. The method for building the arc angle according to claim 6, wherein: the auxiliary glass fiber net (63) of the filling material 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115199050A true CN115199050A (en) | 2022-10-18 |
| CN115199050B CN115199050B (en) | 2023-08-11 |
Family
ID=83578842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210734312.XA Active CN115199050B (en) | 2022-06-27 | 2022-06-27 | Method for building arc angle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115199050B (en) |
Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR931734A (en) * | 1946-08-01 | 1948-03-02 | Engraving brick | |
| JP2002317538A (en) * | 2001-02-15 | 2002-10-31 | Nissho Kogyo Kk | Construction method for air passage for outside insulation of roof |
| WO2009091296A1 (en) * | 2008-01-14 | 2009-07-23 | West Construction Engineering Trading Ab | Building wall structure |
| CN202882246U (en) * | 2012-07-29 | 2013-04-17 | 山西四建集团有限公司 | Roof detail portion glass strip embedded structure |
| 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 |
| JP2014005621A (en) * | 2012-06-22 | 2014-01-16 | Kajima Corp | Multifunctional rooftop foundation |
| 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 |
| CN205907921U (en) * | 2016-08-15 | 2017-01-25 | 慧邦大成科技（北京）有限公司 | Waterproof structure of parapet wall |
| CN107558671A (en) * | 2017-09-22 | 2018-01-09 | 宜昌市坤发建筑有限责任公司 | A kind of flashing structure construction method of parapet |
| CN208220027U (en) * | 2018-03-15 | 2018-12-11 | 北京建中防水保温工程集团有限公司 | Pipeline wears roof waterproof structure |
| CN209585459U (en) * | 2019-01-03 | 2019-11-05 | 山西一建集团有限公司 | A kind of portable roofing Rome arc ruler |
| CN110485650A (en) * | 2019-08-21 | 2019-11-22 | 广西建工集团第五建筑工程有限责任公司 | A kind of water-proof system and its construction method of the modularization precast concrete circular arc chamfering for rolled roofing material waterproof paving |
| KR102052890B1 (en) * | 2018-08-27 | 2019-12-11 | 주식회사 이지아이비스 | Roof System with exterior Insulation finish system and Construction Method of this |
| CN211172756U (en) * | 2019-11-26 | 2020-08-04 | 天津科衡建筑科技有限公司 | Prefabricated parapet |
| 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 |
| 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
Patent Citations (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR931734A (en) * | 1946-08-01 | 1948-03-02 | Engraving brick | |
| JP2002317538A (en) * | 2001-02-15 | 2002-10-31 | Nissho Kogyo Kk | Construction method for air passage for outside insulation of roof |
| WO2009091296A1 (en) * | 2008-01-14 | 2009-07-23 | West Construction Engineering Trading Ab | Building wall structure |
| JP2014005621A (en) * | 2012-06-22 | 2014-01-16 | Kajima Corp | Multifunctional rooftop foundation |
| CN202882246U (en) * | 2012-07-29 | 2013-04-17 | 山西四建集团有限公司 | Roof detail portion glass strip embedded structure |
| 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 |
| CN205907921U (en) * | 2016-08-15 | 2017-01-25 | 慧邦大成科技（北京）有限公司 | Waterproof structure of parapet wall |
| CN107558671A (en) * | 2017-09-22 | 2018-01-09 | 宜昌市坤发建筑有限责任公司 | A kind of flashing structure construction method of parapet |
| CN208220027U (en) * | 2018-03-15 | 2018-12-11 | 北京建中防水保温工程集团有限公司 | Pipeline wears roof waterproof structure |
| KR102052890B1 (en) * | 2018-08-27 | 2019-12-11 | 주식회사 이지아이비스 | Roof System with exterior Insulation finish system and Construction Method of this |
| CN209585459U (en) * | 2019-01-03 | 2019-11-05 | 山西一建集团有限公司 | A kind of portable roofing Rome arc ruler |
| CN110485650A (en) * | 2019-08-21 | 2019-11-22 | 广西建工集团第五建筑工程有限责任公司 | A kind of water-proof system and its construction method of the modularization precast concrete circular arc chamfering for rolled roofing material waterproof paving |
| CN211172756U (en) * | 2019-11-26 | 2020-08-04 | 天津科衡建筑科技有限公司 | Prefabricated parapet |
| 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115199050B (en) | 2023-08-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US7905070B2 (en) | Interlocking mortarless structural concrete block building system | |
| CN113006363A (en) | Vertical hole grouting type concrete internal partition wall filling building block | |
| CN213391541U (en) | Assembled enclosure structure | |
| CN115199050A (en) | Building method of arc angle | |
| CN216239140U (en) | Connecting column for construction of prefabricated wall board at joint of L, T-type wall body | |
| CN113090034B (en) | Method for forming wall by grouting assembled wall body | |
| CN204571004U (en) | A kind of assembly type heat-preservation shear wall element of construction and structural system | |
| CN215519946U (en) | Wall body corner constructional column exempts from formwork construction structures | |
| CN111877600B (en) | Assembled building block, assembled building block wall and wall construction method | |
| CN210459741U (en) | Basic brick assembly body | |
| CN212507027U (en) | Insulating brick for building energy conservation | |
| CN210086629U (en) | Vertical hole grouting type light concrete inner partition wall filling building block | |
| CN215442534U (en) | Building block wall | |
| CN213038669U (en) | Building block and building block connecting structure | |
| CN213204800U (en) | Building block connecting structure | |
| CN111411732A (en) | Construction process for assembling vertical hole grouting type building blocks in flush joint mode | |
| CN217759576U (en) | Precast concrete light wallboard assembled by decorative panels | |
| CN215406753U (en) | Evaporate and press lightweight concrete wall body | |
| CN215888932U (en) | Aerated concrete block | |
| CN212248869U (en) | Brick capable of being nested and interlocked | |
| CN215484020U (en) | Corner brick for building wall | |
| CN219451239U (en) | Assembled building block and wall body | |
| CN115434369B (en) | Modular manhole masonry method | |
| CN216839897U (en) | Modular building unit and modular building connection system | |
| CN210316315U (en) | Be applied to face brick piece reinforcement structure of building PC prefabricated wall |
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 |