CN114150785A - Building bending-resistant wall - Google Patents
Building bending-resistant wall Download PDFInfo
- Publication number
- CN114150785A CN114150785A CN202111350715.6A CN202111350715A CN114150785A CN 114150785 A CN114150785 A CN 114150785A CN 202111350715 A CN202111350715 A CN 202111350715A CN 114150785 A CN114150785 A CN 114150785A
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- Prior art keywords
- layer
- bending
- building
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- transverse
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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
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/04—Mats
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
The invention relates to the technical field of anti-bending walls, in particular to a wall for bending resistance of buildings, which comprises a support reinforcing steel bar layer, wherein anti-bending layer groups are connected on two sides of the support reinforcing steel bar layer and symmetrically arranged on the support reinforcing steel bar layer, each anti-bending layer group comprises a lime layer, a cement layer, a building layer and a honeycomb layer, and the lime layer, the cement layer, the building layer and the honeycomb layer are sequentially laid in the direction from the direction far away from the support reinforcing steel bar layer to the direction close to the support reinforcing steel bar layer. The invention solves the problem that the structure in the prior art is easy to collapse due to more impacts caused by earthquake.
Description
Technical Field
The invention relates to the technical field of bending-resistant walls, in particular to a building bending-resistant wall.
Background
The steel yield of the building steel in China has leaped the first place in the world, the steel structure industry in China is rapidly developed, but compared with developed countries, the proportion of steel structure buildings in the steel yield in China is still obviously lower, meanwhile, the building structure in China has obvious gaps in the aspects of energy conservation and consumption reduction (recycling), industrial production, large enterprise group operation, product standardization, serialization, universalization and the like, wherein the steel structure can be applied to wall buildings, walls in the prior art are usually fixed by frames of criss-cross reinforcing steel bars, and the problem that the walls are easy to collapse and crack after being subjected to more vibration and impact exists.
Disclosure of Invention
An object of this application is to provide a wall body for building bending resistance, it has solved among the prior art wall body and has received more vibrations and the problem that the striking collapses easily.
The technical scheme of the invention is as follows: the utility model provides a building wall body for bending resistance, has solved the structure of prior art and has suffered to shake many striking and collapse problem easily, and this wall body includes and supports the reinforcing bar layer, it links to each other and the symmetry is provided with anti-bending layer group to support reinforcing bar layer both sides, anti-bending layer group includes lime layer, cement layer, builds a layer and honeycomb layer, the lime layer cement layer build a layer honeycomb layer from keeping away from support reinforcing bar layer extremely is close to support reinforcing bar layer direction is laid in proper order.
It should be noted that the bending resistance is realized by the mode of combining the building layer and the honeycomb layer, and meanwhile, the bending resistance is ensured to be met on both sides of the box body in a symmetrical mode.
The support reinforcing steel bar layer comprises a longitudinal layer and a transverse layer, the longitudinal layer is located on one side of the transverse layer, a plurality of reinforcing steel bars with uniform intervals are arranged in the longitudinal layer and the transverse layer, the reinforcing steel bars in the transverse layer are fixedly connected with the reinforcing steel bars in the longitudinal layer, and the reinforcing steel bars are embedded in concrete.
It should be noted that the combination of the longitudinal and transverse layers ensures a transverse and longitudinal bending resistance.
The building course comprises a first course and a second course, the first course and the second course comprise transverse building blocks and longitudinal building blocks which are arranged in a staggered mode, the transverse building blocks are perpendicular to the longitudinal building blocks, and the transverse building blocks in the first course are attached to the longitudinal building blocks in the second course.
It should be noted that, the transverse building blocks in the first layer are attached to the longitudinal building blocks in the second layer, the two layers are arranged, and multiple transverse and longitudinal combination modes are adopted to guarantee multiple layers.
The honeycomb layer is internally provided with a plurality of connected honeycomb building blocks, and concrete is filled in the honeycomb building blocks.
It should be noted that, concrete is filled to further ensure the strength and improve the seismic capacity of the wall.
The honeycomb building block comprises a center block and regular hexagon side frames which are integrally formed, and a plurality of regular hexagon side frames are connected to two sides of the center block.
The structure is integrally formed to ensure the stability of the overall shape and to improve the shock resistance.
Adjacent two regular hexagon side frames in the same plane are connected through a U-shaped plate, and the reinforcing steel bar penetrates through the U-shaped plate.
The U-shaped plate is provided to assist the connection and enhance the working effect.
And one end of the regular hexagon side frame, which is far away from the central block, is connected with a transverse reinforcing steel bar and a longitudinal reinforcing steel bar.
It should be noted that, the transverse and longitudinal steel bars are arranged to ensure the stress in the horizontal and vertical directions, so as to solve the problem of uneven stress.
The reinforcing steel bar comprises a plurality of connecting sections, the length of each connecting section is 2m, holes and grooves are formed in two ends of each connecting section, and every two adjacent connecting sections are connected through connecting sleeves and high-strength bolts.
It should be noted that, by setting the corresponding length, the secondary design of the wall body can be performed while the bending resistance of the wall body is ensured.
Compared with the prior art, the invention has the following advantages and beneficial effects:
1. the bending resistance is realized by combining the building layer with the honeycomb layer, and the bending resistance of both sides of the box body is ensured to be met in a symmetrical mode;
2. the longitudinal layer and the transverse layer are combined to ensure transverse and longitudinal bending resistance effects;
3. the transverse building blocks in the first layer are attached to the longitudinal building blocks in the second layer, the building layer is arranged into two layers, and multiple transverse and longitudinal combination modes are adopted, so that multiple guarantee is achieved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the support reinforcement layer according to the present invention;
FIG. 3 is a schematic structural diagram of a course according to the present invention;
FIG. 4 is a schematic view of a honeycomb layer according to the present invention;
fig. 5 is a second schematic structural diagram of the honeycomb layer of the present invention.
Illustration of the drawings: 1-supporting a reinforcing steel bar layer; 101-longitudinal layer; 102-a lateral layer; 2-a honeycomb layer; 201-honeycomb building blocks; 2011-center block; 2012-regular hexagonal jamb; 202-U-shaped plate; 3-building a layer; 301-transverse building blocks; 302-longitudinal building blocks; 4-a cement layer; 5-lime layer; 6-reinforcing steel bars.
Detailed Description
Referring to fig. 1 to 5, the present embodiment provides a bending-resistant wall for buildings, which is mainly used to solve the problem that the wall is prone to collapse due to more vibration and impact, and the wall is already in practical use.
This application is through following embodiment, and this wall body includes 6 layers of support reinforcement, 6 layers of both sides of support reinforcement link to each other and the symmetry is provided with anti-bending layer group, anti-bending layer group includes lime layer 5, cement layer 4, step 3 and honeycomb layer 2, lime layer 5 cement layer 4 step 3 honeycomb layer 2 is from keeping away from 6 layers of support reinforcement extremely being close to 6 layers of direction of support reinforcement are laid in proper order. It should be noted that, the wall body of current structure still exists not enoughly in the aspect of antidetonation bending-resistant, and the application provides a building bending-resistant wall body, realizes bending-resistant effect through the mode that sets up layer 3 and honeycomb layer 2 and combine together, guarantees through the mode of symmetry simultaneously that the box both sides all satisfy bending resistance.
The 6 layers of the supporting steel bars comprise a longitudinal layer 101 and a transverse layer 102, the longitudinal layer 101 is located on one side of the transverse layer 102, a plurality of steel bars 6 with uniform intervals are arranged in the longitudinal layer 101 and the transverse layer 102, the steel bars 6 in the transverse layer 102 are fixedly connected with the steel bars 6 in the longitudinal layer 101, and the steel bars 6 are embedded in concrete. The transverse and longitudinal buckling resistance effect is ensured by the combination of the longitudinal layer 101 and the transverse layer 102.
The course 3 comprises a first course and a second course, the first course and the second course comprise transverse building blocks 301 and longitudinal building blocks 302 which are arranged in a staggered mode, the transverse building blocks 301 are perpendicular to the longitudinal building blocks 302, and the transverse building blocks 301 in the first course are attached to the longitudinal building blocks 302 in the second course. The building layer 3 is arranged into two layers, and multiple transverse and longitudinal combination modes are adopted for multiple guarantee.
The honeycomb layer 2 is internally provided with a plurality of connected honeycomb-shaped building blocks 201, and the honeycomb-shaped building blocks 201 are filled with concrete. In order to ensure the stability of the whole wall body, the whole wall body is filled with gaps through concrete. Cellular building block 201 includes integrated into one piece's centre block 2011 and regular hexagon side frame 2012, centre block 2011 both sides all are connected with a plurality of regular hexagon side frame 2012. Two adjacent regular hexagon side frames 2012 in the same plane are connected through a U-shaped plate 202, and the reinforcing steel bars 6 pass through the U-shaped plate 202. The two adjacent regular hexagon side frames 2012 are connected through the U-shaped plate 202, and one end of each regular hexagon side frame 2012, which is far away from the central block 2011, is connected with a transverse reinforcing steel bar 6 and a longitudinal reinforcing steel bar 6.
It should be noted that, in the prior art, when solving the problem of bending resistance and tensile strength of the wall body, the reinforcing steel bars 6 are generally arranged in a mixed staggered manner, but in the present application, a honeycomb structure is adopted, and the reinforcing steel bars 6 are combined through the honeycomb structure to perform bidirectional stabilization, firstly, although the honeycomb building blocks can have relatively good stability and bending resistance, after the honeycomb building blocks 201 are stacked, because the building blocks are connected with each other only through concrete, the tight effect between the building blocks is poor, in the present application, the reinforcing steel bars 6 are used between the honeycomb building blocks 201 to perform series connection, on this basis, the reinforcing assistance solves the problem of poor tightness between the building blocks, and simultaneously, because of the addition of the reinforcing steel bars 6, the quality of the whole wall body is enhanced, and the strength of the wall body is also increased, therefore, the method has great substantial difference from the prior art. On the other hand, honeycomb structure, application can reduce the effect that the consumptive material improves the vibration isolation in the panel among the prior art, but sets up in the middle of the wall structure, can need overcome closely type, stability scheduling problem, and at this in-process, just there need be more experiments, but this experiment can not just can obtain through limited number of times, and the factor that wherein needs to change can be more. Therefore, the honeycomb-shaped building blocks 201 and the reinforcing steel bars 6 are combined and used for decorating the wall body, the wall body can be helped to better finish the operation effects of tensile resistance and bending resistance, and the characteristics of substantial technical progress are achieved.
The reinforcing steel bar 6 comprises a plurality of connecting sections, the length of each connecting section is 2m, holes and grooves are formed in two ends of each connecting section, and every two adjacent connecting sections are connected through connecting sleeves and high-strength bolts. Use reinforcing bar 6 of a whole root in the wall body among the prior art, nevertheless to the enclosure, need carry out the later stage when seting up and the seting up of door of window, the structure of a whole root is then unfavorable for opening pound and redesign and installation of door and window, this application is through setting up reinforcing bar 6 into the structure that the multistage is connected, the user is according to the fine tie point of finding two sections reinforcing bars 6 of initial design drawing skill Europe, and carry out opening of wall body in this position and pound, cut and open the hole, through the structure that the multistage links to each other, can also be fine after opening pound divide two sections reinforcing bars 6 and take out, reinforcing bar 6 after taking out can also by fine reutilization, this design of this application can also carry out the secondary design of wall body when guaranteeing wall body bending resistance.
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 (8)
1. A wall body for bending resistance of a building is characterized by comprising: support bar (6) layer, support bar (6) layer both sides link to each other and the symmetry is provided with the bending resistance layer group, the bending resistance layer group is including lime layer (5), cement layer (4), layer (3) and honeycomb layer (2), lime layer (5) cement layer (4) layer (3) layer (2) from keeping away from support bar (6) layer is to being close to support bar (6) layer direction is laid in proper order.
2. A wall against bending of a building according to claim 1, wherein the supporting steel bars (6) layer comprises a longitudinal layer (101) and a transverse layer (102), the longitudinal layer (101) is located at one side of the transverse layer (102), a plurality of steel bars (6) are uniformly arranged in the longitudinal layer (101) and the transverse layer (102), the steel bars (6) in the transverse layer (102) are fixedly connected with the steel bars (6) in the longitudinal layer (101), and the steel bars (6) are embedded in concrete.
3. A bending-resistant wall for buildings according to claim 1, characterized in that the course (3) comprises a first course and a second course, the first course and the second course each comprise staggered transverse blocks (301) and longitudinal blocks (302), the transverse blocks (301) are perpendicular to the longitudinal blocks (302), and the transverse blocks (301) in the first course are attached to the longitudinal blocks (302) in the second course.
4. The bending-resistant wall body for building as claimed in claim 1, wherein a plurality of connected honeycomb-shaped building blocks (201) are arranged in the honeycomb layer (2), and the honeycomb-shaped building blocks (201) are filled with concrete.
5. The building bending-resistant wall body according to claim 4, wherein the honeycomb-shaped building block (201) comprises a central block (2011) and regular hexagonal side frames (2012) which are integrally formed, and a plurality of regular hexagonal side frames (2012) are connected to two sides of the central block (2011).
6. The bending-resistant wall for building as claimed in claim 5, wherein two adjacent regular hexagonal side frames (2012) in the same plane are connected by a U-shaped plate (202), and the reinforcing steel bars (6) pass through the U-shaped plate (202).
7. The bending-resistant wall for building as claimed in claim 5, wherein one end of the regular hexagonal side frame (2012) far away from the central block (2011) is connected with a transverse reinforcing steel bar (6) and a longitudinal reinforcing steel bar (6).
8. A bending-resistant wall body for buildings according to any one of claims 1-7, characterized in that the reinforcing steel bars (6) comprise a plurality of connecting sections, the length of the connecting sections is 2m, holes and grooves are respectively arranged at two ends of the connecting sections, and two adjacent connecting sections are connected through connecting sleeves and high-strength bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111350715.6A CN114150785B (en) | 2021-11-15 | 2021-11-15 | Building wall body for bending resistance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111350715.6A CN114150785B (en) | 2021-11-15 | 2021-11-15 | Building wall body for bending resistance |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114150785A true CN114150785A (en) | 2022-03-08 |
| CN114150785B CN114150785B (en) | 2022-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111350715.6A Active CN114150785B (en) | 2021-11-15 | 2021-11-15 | Building wall body for bending resistance |
Country Status (1)
| Country | Link |
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| CN (1) | CN114150785B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012708A (en) * | 2022-06-20 | 2022-09-06 | 中建七局第四建筑有限公司 | Novel assembled agricultural room structure system based on wallboard structure |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR989423A (en) * | 1949-06-22 | 1951-09-10 | Honeycomb blocks for building walls | |
| FR2729412A1 (en) * | 1995-01-16 | 1996-07-19 | Promo Brevet Borg Sarl | Prefabricated blocks for construction of support walls |
| JPH09203068A (en) * | 1996-01-25 | 1997-08-05 | Hiroyasu Ooka | Placing form for underground double wall and bearing cut-off device |
| CN204728575U (en) * | 2014-08-19 | 2015-10-28 | 中晔科技有限公司 | For the composite plate of environment protection architecture |
| CN207959677U (en) * | 2018-03-01 | 2018-10-12 | 赤水市瑞泰建材有限公司 | A kind of coal gangue shale noise reduction building block |
| CN210421517U (en) * | 2019-07-16 | 2020-04-28 | 浙江新东阳建设集团有限公司 | Building masonry structure |
| CN214117179U (en) * | 2020-11-25 | 2021-09-03 | 宁波甬昇建筑科技有限公司 | Prefabricated formula reinforced concrete superimposed sheet |
-
2021
- 2021-11-15 CN CN202111350715.6A patent/CN114150785B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR989423A (en) * | 1949-06-22 | 1951-09-10 | Honeycomb blocks for building walls | |
| FR2729412A1 (en) * | 1995-01-16 | 1996-07-19 | Promo Brevet Borg Sarl | Prefabricated blocks for construction of support walls |
| JPH09203068A (en) * | 1996-01-25 | 1997-08-05 | Hiroyasu Ooka | Placing form for underground double wall and bearing cut-off device |
| CN204728575U (en) * | 2014-08-19 | 2015-10-28 | 中晔科技有限公司 | For the composite plate of environment protection architecture |
| CN207959677U (en) * | 2018-03-01 | 2018-10-12 | 赤水市瑞泰建材有限公司 | A kind of coal gangue shale noise reduction building block |
| CN210421517U (en) * | 2019-07-16 | 2020-04-28 | 浙江新东阳建设集团有限公司 | Building masonry structure |
| CN214117179U (en) * | 2020-11-25 | 2021-09-03 | 宁波甬昇建筑科技有限公司 | Prefabricated formula reinforced concrete superimposed sheet |
Non-Patent Citations (1)
| Title |
|---|
| 张程华: ""中高层生态复合墙混合结构计算理论与设计方法研究"", 《工程科技Ⅱ辑》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012708A (en) * | 2022-06-20 | 2022-09-06 | 中建七局第四建筑有限公司 | Novel assembled agricultural room structure system based on wallboard structure |
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| CN114150785B (en) | 2022-12-02 |
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