CN113530267A - Masonry method suitable for inclined wall - Google Patents
Masonry method suitable for inclined wall Download PDFInfo
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- CN113530267A CN113530267A CN202110930221.9A CN202110930221A CN113530267A CN 113530267 A CN113530267 A CN 113530267A CN 202110930221 A CN202110930221 A CN 202110930221A CN 113530267 A CN113530267 A CN 113530267A
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- 238000000034 method Methods 0.000 title claims abstract description 37
- 238000010276 construction Methods 0.000 claims abstract description 28
- 230000009471 action Effects 0.000 claims abstract description 7
- 230000005484 gravity Effects 0.000 claims abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 4
- 239000004566 building material Substances 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
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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
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
Abstract
The invention discloses a masonry method suitable for an inclined wall, which comprises the following steps: optimizing the beam member connected with the inclined wall to ensure that the optimized beam member is matched with the inclined wall in inclination angle and the contact surface of the optimized beam member and the inclined wall is not horizontal; the inclined walls are segmented, a ring beam is arranged between two adjacent sections of the inclined walls, and the gravity action line of each section of the inclined wall is positioned in the wall root of the section of the inclined wall; constructing section by section from bottom to top according to a section scheme, adding a temporary support for a certain inclined wall after the construction of the inclined wall is finished, and adding a ring beam on the inclined wall after the strength of the inclined wall meets the requirement; and (4) performing top building on the top of the inclined wall to ensure that the top of the inclined wall is in contact with and matched with the beam member connected with the inclined wall after optimized construction, wherein the top building strength meets the requirement, and the building of the inclined wall is finished. The method is suitable for building the inclined wall, the whole step sequence is simple, the used materials are traditional building materials, the cost is low, the process is simple, and the method has a wide application prospect.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a building method suitable for an inclined wall with the height not more than 10m (such as a modeling tower inclined wall).
Background
The theme park design of present day makes building outward appearance more diversified, curvilinearization in order to pursue the theme style of park, and the heterotypic component that various models are different is produced at the same time. Some buildings have a large number of modeling towers with a certain gradient and large height outer wall bodies due to the requirements of the architectural style. The existence of the modeling tower inclined wall brings new challenges to building construction. At present, the inclined wall can only adopt a concrete structural form, but the cost is higher, and the traditional masonry technology needs to keep the perpendicularity of the wall body and is difficult to construct the inclined wall.
Patent CN107130707A discloses a novel skew wall of uniform thickness, it has used materials such as light gauge steel, concrete slab, and it is under the prerequisite of guaranteeing the skew wall slope, and skew wall thickness top-down keeps unchangeable, has solved in the traditional skew wall way that bottom wall builds by laying bricks or stones thickness greatly and then influences the problem of structural design and building service function, but it adopts specific material, and the cost is higher and the technology is comparatively complicated, and the suitability is general.
Therefore, the method for building the inclined wall with low cost and simple process has practical significance.
Disclosure of Invention
Due to the defects in the prior art, the invention provides the inclined wall building method which is low in cost and simple in process, so as to solve the problems of complex process and high cost of the existing inclined wall construction.
In order to achieve the purpose, the invention provides the following technical scheme:
a masonry method suitable for inclined walls comprises the following steps:
(1) optimizing the beam member connected with the inclined wall to ensure that the optimized beam member is matched with the inclined wall in inclination angle and the contact surface of the optimized beam member and the inclined wall is not horizontal;
(2) the inclined walls are segmented, a ring beam is arranged between two adjacent sections of the inclined walls, and the gravity action line of each section of the inclined wall is positioned in the wall root of the section of the inclined wall;
(3) constructing section by section from bottom to top according to the section scheme in the step (2), additionally arranging a temporary support for a certain inclined wall after the construction of the inclined wall is finished, and additionally arranging a ring beam on the inclined wall after the strength of the inclined wall meets the requirement;
(4) and (4) performing top building on the top of the inclined wall to ensure that the top of the inclined wall is in contact with and matched with the beam member connected with the inclined wall after optimized construction, wherein the top building strength meets the requirement, and the building of the inclined wall is finished.
The method is suitable for building the inclined wall, the inclined wall is constructed in sections, meanwhile, the ring beam is additionally arranged between the two sections of inclined walls to reinforce the integral structure of the inclined wall, meanwhile, in order to ensure that each section of inclined wall collapses under the action of horizontal external force such as wind, vibration and the like before construction is finished, a temporary support is additionally arranged aiming at each section of inclined wall, and in order to ensure that a beam member effectively supports the inclined wall, optimized construction is carried out on the beam member connected with the inclined wall so that the inclined angle of the optimized beam member is matched with that of the inclined wall, and the contact surface of the optimized beam member and the inclined wall is not horizontal, so that the beam bottom of the beam member can effectively support the top end of the inclined wall, the inclined wall is prevented from inwards overturning possibly, and the use safety of the inclined wall is ensured.
As a preferred technical scheme:
according to the masonry method suitable for the inclined wall, the tie bars in the inclined wall are constructed in a manner of being highly encrypted every X mm, and X is less than or equal to 200. The tie bars of conventional walls are generally constructed at a height of every 600 mm.
According to the masonry method suitable for the inclined wall, the strength of the section of inclined wall meets the requirement, namely the mortar strength of the section of inclined wall is not less than 50%;
the top masonry strength meets the requirement, namely the top masonry mortar strength is not less than 50%.
According to the masonry method suitable for the inclined wall, after the top masonry strength meets the requirement in the step (4), the temporary supports of all sections of the inclined wall are removed.
According to the method for building the inclined wall, the building height of each section of the inclined wall is not more than 1.5m, and the inclined wall is easy to overturn when the building height is too high.
A masonry method for a skew wall as described above, said skew wall having a total height of no more than 10 m. Because the inclined wall is eccentric, the higher the wall body is, the larger the dead weight eccentricity is, the poorer the self anti-overturning capability is, and meanwhile, the thickness of the wall body can influence the self anti-overturning capability to a certain extent.
The invention has the following advantages or beneficial effects:
(1) the construction method suitable for the inclined wall successfully solves the problems of collapse prevention in inclined wall construction and safe use after the construction is finished, can ensure that all other indexes of the inclined wall except the vertical degree can meet the standard requirements, enables the construction of the inclined wall to be possible, ensures that the safe use of the inclined wall is suitable for the varied social requirements of the current building wall, and perfectly solves the difficult problem of the construction of the inclined wall of the modeling tower;
(2) the method is suitable for building the inclined wall, the construction operation is simple and easy to understand, and the method is safe and reliable, compared with the building of a common wall, the consumption of common materials such as tie bars, ring beam steel bars, ring beam concrete and the like is only slightly increased, but compared with a pure concrete wall, the cost is slightly increased, the engineering cost is low, and the economic benefit is good;
(3) compared with the common wall body, the construction technology needs more building stages, the time period consumed by a single wall body is longer, but because each project generally has more wall bodies to be built, after a certain wall body is built for one stage, the labor force can be transferred to other wall bodies to be built, the building flow line operation is extremely easy to organize, the inner and outer wall flow line building operation or the multilayer inclined wall building flow line operation can be generally adopted, the project progress is ensured, and the construction period is not prolonged;
(4) the construction technology is suitable for building the inclined wall, so that the special-shaped wall can be built by building blocks with good energy-saving effects, such as aerated concrete blocks, fly ash blocks and the like, a reinforced concrete wall with poor energy-saving effect is avoided, the energy-saving investment of the modeling tower is saved, and the energy-saving effect of the modeling tower is improved;
(5) the method is suitable for building the inclined wall, the whole step sequence is simple, the used materials are traditional building materials, the cost is low, and the method has a wide application prospect.
Drawings
The invention and its features, aspects and advantages will become more apparent from reading the following detailed description of non-limiting embodiments with reference to the accompanying drawings. Like reference symbols in the various drawings indicate like elements. The drawings are not necessarily to scale, emphasis instead being placed upon illustrating the principles of the invention.
FIG. 1 is a flow chart illustrating a method for constructing an inclined wall according to the present invention;
FIG. 2 is a schematic view of a profiled sole;
FIG. 3 is a schematic construction view of the inclined wall of the lowermost side section;
FIG. 4 is a schematic view of the construction of a sloped wall;
the system comprises a beam, a beam bottom, a 2-inclined wall, a 3-inclined wall body, a 4-temporary support, a 5-gravity action line and a 6-ring beam.
Detailed Description
The structure of the present invention will be further described with reference to the accompanying drawings and specific examples, but the present invention is not limited thereto.
Example 1
A masonry method for inclined walls (total height not greater than 10m) comprising the steps of:
(1) as shown in fig. 2, the optimized construction of the beam member connected to the inclined wall 2 is performed so that the optimized beam member (i.e. the shaped beam bottom 1) is matched with the inclined angle of the inclined wall 2 and the contact surface between the optimized beam member (i.e. the shaped beam bottom 1) and the inclined wall 2 is not horizontal;
(2) the inclined walls 2 are segmented, a ring beam is arranged between two adjacent sections of the inclined walls, the gravity action line of each section of the inclined wall is positioned in the wall root of the section of the inclined wall, and the building height of each section of the inclined wall is not more than 1.5 m;
(3) constructing section by section from bottom to top according to the section scheme in the step (2), adding a temporary support 4 for the section of inclined wall (inclined wall body 3) after the construction of a certain inclined wall is finished, adding a ring beam 6 on the section of inclined wall (inclined wall body 3) after the strength of the section of inclined wall meets the requirement (the mortar strength of the section of inclined wall is not less than 50 percent) (the construction schematic diagram of the inclined wall at the lowermost side section is shown in figure 3, the construction schematic diagram of the inclined wall is shown in figure 4), and constructing the tie bars in the inclined wall in a highly-encrypted way according to the height of every 200 mm;
(4) and (3) performing top building on the top of the inclined wall to ensure that the top of the inclined wall is in contact with and matched with the beam member connected with the inclined wall after optimized construction, and removing the temporary supports of all sections of the inclined wall after the top building strength meets the requirement (the mortar strength of the top building is not less than 50 percent) to complete the building of the inclined wall.
Proved by verification, the masonry method suitable for the inclined wall carries out sectional construction on the inclined wall, and the ring beam is additionally arranged between the two sections of the inclined walls to strengthen the integral structure of the inclined wall, meanwhile, in order to ensure that each section of inclined wall collapses under the action of horizontal external force such as wind, vibration and the like before the construction is finished, temporary supports are additionally arranged aiming at each section of inclined wall, and in order to ensure the effective support of the beam members to the inclined wall, optimizing the construction of the beam member connected with the inclined wall to ensure that the optimized beam member is matched with the inclined wall in inclination angle and the contact surface of the optimized beam member and the inclined wall is not horizontal, the method of the invention has simple integral steps, the used materials are traditional masonry materials, the cost is low, and the method has great application prospect.
Those skilled in the art will appreciate that variations may be implemented by those skilled in the art in combination with the prior art and the above-described embodiments, and will not be described herein in detail. Such variations do not affect the essence of the present invention and are not described herein.
The above description is of the preferred embodiment of the invention. It is to be understood that the invention is not limited to the particular embodiments described above, in that devices and structures not described in detail are understood to be implemented in a manner common in the art; those skilled in the art can make many possible variations and modifications to the disclosed embodiments, or modify equivalent embodiments to equivalent variations, without departing from the spirit of the invention, using the methods and techniques disclosed above. Therefore, any simple modification, equivalent change and modification made to the above embodiments according to the technical essence of the present invention are still within the scope of the protection of the technical solution of the present invention, unless the contents of the technical solution of the present invention are departed.
Claims (6)
1. A masonry method suitable for inclined walls is characterized in that: the method comprises the following steps:
(1) optimizing the beam member connected with the inclined wall to ensure that the optimized beam member is matched with the inclined wall in inclination angle and the contact surface of the optimized beam member and the inclined wall is not horizontal;
(2) the inclined walls are segmented, a ring beam is arranged between two adjacent sections of the inclined walls, and the gravity action line of each section of the inclined wall is positioned in the wall root of the section of the inclined wall;
(3) constructing section by section from bottom to top according to the section scheme in the step (2), additionally arranging a temporary support for a certain inclined wall after the construction of the inclined wall is finished, and additionally arranging a ring beam on the inclined wall after the strength of the inclined wall meets the requirement;
(4) and (4) performing top building on the top of the inclined wall to ensure that the top of the inclined wall is in contact with and matched with the beam member connected with the inclined wall after optimized construction, wherein the top building strength meets the requirement, and the building of the inclined wall is finished.
2. A masonry method applicable to a sloping wall according to claim 1, wherein the tie bars in the sloping wall are constructed in a manner of being highly densified per X mm, and X is less than or equal to 200.
3. A masonry method suitable for a skew wall according to claim 1, wherein the strength of the skew wall section meets the requirement that the mortar strength of the skew wall section is not less than 50%;
the top masonry strength meets the requirement, namely the top masonry mortar strength is not less than 50%.
4. A masonry method applicable to the inclined wall according to the claim 1, wherein the temporary supports of all the sections of the inclined wall are removed after the top masonry strength in the step (4) meets the requirement.
5. A method of constructing a sloping wall as claimed in claim 4, wherein the height of each section of sloping wall is no greater than 1.5 m.
6. A method of constructing a sloping wall as claimed in claim 1, wherein the total height of the sloping wall is no greater than 10 m.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110930221.9A CN113530267A (en) | 2021-08-13 | 2021-08-13 | Masonry method suitable for inclined wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110930221.9A CN113530267A (en) | 2021-08-13 | 2021-08-13 | Masonry method suitable for inclined wall |
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| CN113530267A true CN113530267A (en) | 2021-10-22 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821253A (en) * | 2014-02-28 | 2014-05-28 | 浙江海天建设集团有限公司 | Constructing technique for aerated concrete block filler wall |
| CN106223516A (en) * | 2016-09-08 | 2016-12-14 | 北京城建深港建筑装饰工程有限公司 | ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method |
| CN107130707A (en) * | 2017-04-18 | 2017-09-05 | 清华大学建筑设计研究院有限公司 | A kind of new sloping core of equal thickness |
| CN107190989A (en) * | 2017-07-28 | 2017-09-22 | 二十二冶集团天津建设有限公司 | Shaped steel partition plate external wall construction method |
| CN110952785A (en) * | 2019-12-16 | 2020-04-03 | 中铁四局集团有限公司 | Wall masonry construction process |
-
2021
- 2021-08-13 CN CN202110930221.9A patent/CN113530267A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821253A (en) * | 2014-02-28 | 2014-05-28 | 浙江海天建设集团有限公司 | Constructing technique for aerated concrete block filler wall |
| CN106223516A (en) * | 2016-09-08 | 2016-12-14 | 北京城建深港建筑装饰工程有限公司 | ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method |
| CN107130707A (en) * | 2017-04-18 | 2017-09-05 | 清华大学建筑设计研究院有限公司 | A kind of new sloping core of equal thickness |
| CN107190989A (en) * | 2017-07-28 | 2017-09-22 | 二十二冶集团天津建设有限公司 | Shaped steel partition plate external wall construction method |
| CN110952785A (en) * | 2019-12-16 | 2020-04-03 | 中铁四局集团有限公司 | Wall masonry construction process |
Non-Patent Citations (1)
| Title |
|---|
| 郑义: "斜墙砌筑技术探讨", 福建建筑, no. 2009, 31 January 2009 (2009-01-31), pages 64 - 65 * |
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