CN114150785B - Building wall body for bending resistance - Google Patents
Building wall body for bending resistance Download PDFInfo
- Publication number
- CN114150785B CN114150785B CN202111350715.6A CN202111350715A CN114150785B CN 114150785 B CN114150785 B CN 114150785B CN 202111350715 A CN202111350715 A CN 202111350715A CN 114150785 B CN114150785 B CN 114150785B
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- Prior art keywords
- layer
- longitudinal
- transverse
- honeycomb
- bending
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- 238000005452 bending Methods 0.000 title claims abstract description 36
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 30
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims abstract description 9
- 235000011941 Tilia x europaea Nutrition 0.000 claims abstract description 9
- 239000004568 cement Substances 0.000 claims abstract description 9
- 239000004571 lime Substances 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 239000004567 concrete Substances 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 claims 5
- 230000035939 shock Effects 0.000 abstract description 2
- 230000003014 reinforcing effect Effects 0.000 description 14
- 230000000694 effects Effects 0.000 description 8
- 238000010586 diagram Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002457 bidirectional effect Effects 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Images
Classifications
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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
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
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 shocks.
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 world, the internal steel structure industry is rapidly developed, but compared with the developed countries, the proportion of the steel structure building in the steel yield in China is still obviously lower, meanwhile, the building structure in China is in energy saving and consumption reduction (recyclable), industrial production, large enterprise group operation, product standardization, serialization, universalization and other aspects, the steel structure can be applied to wall body buildings, walls in the prior art are usually fixed by frames of criss-cross reinforcing steel bars, and the problem that the steel structure is 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 mode that sets up the course and combine together with the honeycomb layer realizes the effect of bending resistance, guarantees through the mode of symmetry simultaneously that the box both sides all satisfy bending resistance.
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.
It should be noted that the U-shaped plate is arranged, so that the purpose of assisting in connecting and enhancing the operation effect can be achieved.
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 respectively, 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 layers are arranged in two layers, and multiple transverse and longitudinal combination modes are adopted for multiple guarantee.
Drawings
FIG. 1 is a schematic view of the structure of the present invention;
fig. 2 is a schematic structural view of the support reinforcing layer of 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-a 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 is including supporting reinforcing bar layer 1, it is continuous and the symmetry is provided with anti-bending layer group to support reinforcing bar layer 1 both sides, anti-bending layer group includes lime layer 5, cement layer 4, step layer 3 and honeycomb layer 2, lime layer 5 cement layer 4 step layer 3 honeycomb layer 2 is from keeping away from support reinforcing bar layer 1 is to being close to support reinforcing bar layer 1 direction is 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 supporting reinforcing steel bar layer 1 comprises 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 reinforcing steel bars 6 with uniform intervals are arranged in the longitudinal layer 101 and the transverse layer 102, the reinforcing steel bars 6 in the transverse layer 102 are fixedly connected with the reinforcing steel bars 6 in the longitudinal layer 101, and the reinforcing steel bars 6 are embedded in concrete. The buckling resistance effect in the transverse direction and the longitudinal direction 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 in the gap 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. Two adjacent regular hexagon side frames 2012 are connected through a U-shaped plate 202, and one end, far away from the central block 2011, of each regular hexagon side frame 2012 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 the problem of bending resistance and tensile strength of the wall is solved, a mixed staggered arrangement mode of the steel bars 6 is generally adopted, but in the present application, a honeycomb structure is adopted, and the 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 tightness effect between the building blocks is poor, in the present application, the steel bars 6 are used between the honeycomb building blocks 201 to perform series connection, on this basis, the reinforcement assists in solving the problem of poor tightness between the building blocks, and meanwhile, because of the addition of the steel bars 6, the quality of the whole wall is enhanced, the strength of the wall is also increased, so that the wall has a 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 respectively, 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 intended to be illustrative of the preferred embodiment of the present invention and should not be taken as limiting the invention, but rather, the intention is to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention.
Claims (4)
1. A wall body for bending resistance of a building is characterized by comprising: the reinforced concrete floor is characterized by comprising a supporting reinforced concrete layer (1), wherein two sides of the supporting reinforced concrete layer (1) are connected and are symmetrically provided with bending resistant layer groups, each bending resistant layer group comprises a lime layer (5), a cement layer (4), a building layer (3) and a honeycomb layer (2), and the lime layer (5), the cement layer (4), the building layer (3) and the honeycomb layer (2) are sequentially laid in the direction from far away from the supporting reinforced concrete layer (1) to close to the supporting reinforced concrete layer (1);
a plurality of connected honeycomb-shaped building blocks (201) are arranged in the honeycomb layer (2), and concrete is filled in the honeycomb-shaped building blocks (201); the honeycomb building block (201) comprises a center block (2011) and regular hexagon side frames (2012) which are integrally formed, and a plurality of regular hexagon side frames (2012) are connected to two sides of the center block (2011); 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); one end, far away from the center block (2011), of the regular hexagon side frame (2012) is connected with a transverse reinforcing steel bar (6) and a longitudinal reinforcing steel bar (6).
2. A bending-resistant wall body for buildings according to claim 1, wherein the supporting steel bar layer (1) 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 spaced 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 body for buildings according to claim 1, characterized in that the courses (3) comprise 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. A wall for bending resistance of buildings according to any one of claims 1-3, wherein the steel bars (6) comprise a plurality of connecting sections, the length of the connecting sections is 2m, holes and grooves are respectively formed 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 CN114150785A (en) | 2022-03-08 |
| CN114150785B true CN114150785B (en) | 2022-12-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202111350715.6A Active CN114150785B (en) | 2021-11-15 | 2021-11-15 | Building wall body for bending resistance |
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| CN (1) | CN114150785B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| 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 |
|---|
| "中高层生态复合墙混合结构计算理论与设计方法研究";张程华;《工程科技Ⅱ辑》;20130401;全文 * |
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| CN114150785A (en) | 2022-03-08 |
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