CN111485664A - Structure and construction method for common clay brick body used in area with higher earthquake resistance level - Google Patents
Structure and construction method for common clay brick body used in area with higher earthquake resistance level Download PDFInfo
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- CN111485664A CN111485664A CN201910072748.5A CN201910072748A CN111485664A CN 111485664 A CN111485664 A CN 111485664A CN 201910072748 A CN201910072748 A CN 201910072748A CN 111485664 A CN111485664 A CN 111485664A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
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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
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/20—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
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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
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a structure and a construction method of a common clay brick body for an area with a higher earthquake-resistant level, which relate to the field of constructional engineering and solve the problems of insufficient wall strength and long construction period of the area with the higher earthquake-resistant level; according to the construction method of the ordinary clay brick body for the structure of the area with the higher earthquake-resistant grade, disclosed by the invention, the coating is arranged on the inner wall and the outer wall of the brick body, so that the work of secondary plastering and plastering of the wall surface is avoided, and the construction method is suitable for the assembled residential building structure in the area with the earthquake-resistant fortification intensity grade of more than 6 degrees.
Description
Technical Field
The invention relates to the field of constructional engineering, in particular to a structure and a construction method of a common clay brick body for an area with a higher earthquake-resistant grade.
Background
In the house building, the wall serves as an important component and provides functions of supporting a house, shielding wind and rain and the like. The bricks used as the wall body include common clay bricks, clay perforated bricks, clay hollow bricks, coke breeze bricks and the like.
Because inside lacking the steel bar support of traditional brick wall, intensity is not enough, receives seismic waves easily at the high traditional brick wall that sends out the use in some earthquakes, and the wall body fracture is damaged, causes the condition such as secondary hazard, and traditional brick wall still need carry out the secondary construction after accomplishing to take the step work in addition, carries out the wall and handles, the construction cycle length.
Therefore, we propose a structure and construction method of common clay brick body for regions with higher earthquake-resistant grade to solve the above problems.
Disclosure of Invention
The invention aims to solve the technical problems and provides a structure and a construction method for using a common clay brick body in an area with a higher earthquake-resistant grade so as to solve the problems of insufficient wall strength and long construction period in the area with the higher earthquake-resistant grade.
In order to achieve the purpose, the invention provides the following technical scheme:
a structure of a common clay brick body for an area with a higher earthquake-resistant level comprises a brick body, longitudinal reinforcing steel bars and transverse reinforcing steel bars, wherein the structure of the common clay brick body for the area with the higher earthquake-resistant level is formed by staggering and building a plurality of brick bodies, an upper horizontal through groove, a lower horizontal through groove, a first groove, a second groove, a third groove and a fourth groove are arranged on the brick body, the upper horizontal through groove is positioned at the center of an X axis on the upper surface of the brick body, the first groove and the second groove are horizontally arranged along a Y axis on the upper surface of the brick body, the lower horizontal through groove is positioned at the center of the X axis on the lower surface of the brick body, and the third groove and the fourth groove are horizontally arranged along the Y axis on the lower;
the horizontal through groove and the two intersections of the first groove and the second groove are provided with through holes, the horizontal through groove, the first groove and the second groove are communicated with the horizontal through groove, the third groove and the fourth groove through the through holes, the longitudinal steel bars pass through the through holes, the transverse steel bars are positioned in the horizontal through groove of the brick body, the longitudinal steel bars and the transverse steel bars form a frame structure, the longitudinal steel bars, the transverse steel bars and the brick body are filled with cement mortar, and the vertical steel bars, the longitudinal steel bars and the transverse steel bars are in through connection in the horizontal direction and the vertical direction, so that the anti-seismic performance of the wall body is improved.
As a further scheme of the invention, the brick body is 240mm in length, 115mm in width and 53mm in thickness, and is provided with an outer wall surface and an inner wall surface, wherein the outer wall surface is coated with an outer wall coating, and the inner wall surface is coated with an inner wall coating.
As a further scheme of the invention, two ends of the longitudinal steel bar are provided with anchoring hooks, and the longitudinal steel bar is anchored in high-grade cement mortar.
As a further scheme of the invention, the outer wall coating is prepared by uniformly stirring a concrete hardener and a neutral environment-friendly outer wall coating according to the weight ratio of 8: 2.
As a further scheme of the invention, the inner wall coating is prepared by uniformly stirring a concrete hardener and a neutral environment-friendly inner wall coating according to the weight ratio of 8: 2.
A construction method for applying the common clay brick body to a structure of an area with a higher earthquake-resistant grade comprises the following specific steps:
1) inserting longitudinal steel bars into through holes of a common clay brick body, filling cement mortar with the same label in the upper horizontal through groove, the first groove, the second groove, the lower horizontal through groove, the third groove, the fourth groove and the two through holes, and compacting;
2) the common clay brick bodies are staggered and built, longitudinal steel bars penetrate through the through holes, transverse steel bars are placed in the upper horizontal through grooves when one layer of building is completed, and two ends of each transverse steel bar are connected with the wall steel bar columns;
3) jointing seams among common clay bricks are subjected to jointing treatment.
The common clay brick body is applied to the structure of an area with a higher seismic grade in an assembled residential building structure of an area with a seismic fortification intensity grade of more than 6 degrees.
In conclusion, compared with the prior art, the invention has the following beneficial effects:
because the structure in the higher area of ordinary clay brick body is used for antidetonation level has been equipped with the ordinary clay brick of the logical groove of upper level and lower horizontal logical groove respectively about adopting and has staggered the building, the logical inslot of upper level is equipped with horizontal reinforcing bar, lay longitudinal reinforcement in the through-hole on the ordinary clay brick, longitudinal reinforcement and horizontal reinforcing bar form network structure, adopt cement mortar to fill between longitudinal reinforcement and horizontal reinforcing bar and the brick body, level and vertical direction through connection, improve wall strength, the ability of reinforcing wall body antidetonation calamity.
Because the inner wall surface and the outer wall surface of the brick body are coated with the inner wall surface coating and the outer wall surface coating during manufacturing, the wall body can still achieve the plastering strength and effect under the condition that the inner surface and the outer surface of the wall body are not plastered, all the work of wall body masonry construction, pointing, inner wall body plastering, outer wall body plastering, putty applying, inner wall coating and outer wall coating and the like are completed through one wall body construction process, and the construction operation progress is accelerated.
Drawings
Fig. 1 is a schematic structural diagram of the invention.
Fig. 2 is a front view of the invention.
Fig. 3 is a top view of the invention.
Fig. 4 is a schematic view of the structure of the longitudinal reinforcing steel bar anchoring hook of the invention.
Reference numerals: 1-brick body, 2-outer wall surface, 3-inner wall surface, 401-upper horizontal through groove, 402-lower horizontal through groove, 5-first groove, 6-second groove, 7-through hole, 8-longitudinal steel bar and 9-transverse steel bar.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative efforts based on the embodiments of the present invention belong to the protection scope of the present invention.
Example 1
As shown in fig. 1-4, a common clay brick used for the construction of the area with higher earthquake-resistant grade comprises a brick body 1, longitudinal steel bars 8 and transverse steel bars 9, an upper horizontal through groove 401, a lower horizontal through groove 402, a first groove 5, a second groove 6, a third groove and a fourth groove are arranged on the brick body 1, the upper horizontal through groove 401 is positioned at the center of the X axis of the upper surface of the brick body 1, the first groove 5 and the second groove 6 are horizontally arranged along the Y axis of the upper surface of the brick body 1, the lower horizontal through groove 402 is positioned at the center of the X axis of the lower surface of the brick body 1, the third groove and the fourth groove are horizontally arranged along the Y axis of the lower surface of the brick body 1, through holes 7 are respectively arranged at the two intersections of the upper horizontal through groove 401 and the first groove 5 and the second groove 6, the upper horizontal through groove 401, the first groove 5 and the second groove 6 are communicated with the lower horizontal through groove 402, the third groove and the fourth groove through holes 7;
the structure that ordinary clay brick body is used for the higher area of antidetonation level is staggered by a plurality of brick bodies 1 and is taken the step, vertical reinforcing bar 8 passes from through-hole 7, horizontal reinforcing bar 9 is located the logical 401 of the last level of brick body 1, vertical reinforcing bar 8 both ends are equipped with the anchor hook, vertical reinforcing bar 8 is the anchor in high-grade cement mortar, horizontal reinforcing bar 9 and wall body reinforcing bar columnar connection, vertical reinforcing bar 8 and horizontal reinforcing bar 9 adopt the ligature to connect, vertical reinforcing bar 8 and horizontal reinforcing bar 9 form overall frame structure, vertical reinforcing bar 8, adopt cement mortar to fill between horizontal reinforcing bar 9 and the brick body 1, level and vertical direction through connection, improve the intensity of wall body, be applied to the higher area of antidetonation level.
The outer wall coating is prepared by uniformly mixing a concrete hardener and a neutral environment-friendly outer wall coating according to the weight ratio of 8:2, so that the treatment process of the outer wall surface is omitted, and the construction period is shortened.
The inner wall coating is prepared by uniformly mixing a concrete hardener and a neutral environment-friendly inner wall coating according to the weight ratio of 8:2, so that the treatment process of the inner wall surface is omitted, and the construction period is shortened.
A construction method for using a common clay brick body for a structure of an area with a higher earthquake-resistant grade comprises the following specific steps:
step 1: longitudinal steel bars 8 are inserted into through holes 7 of a common clay brick body, and cement mortar with the same label is filled in the upper horizontal through groove 401, the first groove 5, the second groove 6, the lower horizontal through groove 402, the third groove and the fourth groove and the two through holes 7 and compacted;
step 2: the common clay brick bodies are staggered and built, longitudinal steel bars 8 penetrate through the through holes 7, when one layer of building is completed, transverse steel bars 9 are placed in the upper horizontal through grooves 401, two ends of each transverse steel bar 9 are connected with the wall steel bar columns, and the longitudinal steel bars 8 and the transverse steel bars 9 are connected in a binding mode;
and step 3: jointing seams among common clay bricks are subjected to jointing treatment.
Example 2
An application of the ordinary clay brick as described in any one of embodiments 1-2 in the construction of prefabricated residential buildings in areas with higher seismic grade and above 6-degree seismic fortification intensity grade.
The common clay brick body is used for the construction of an area with a higher earthquake-resistant level, the upper surface and the lower surface of the common clay brick body are respectively provided with the upper horizontal through groove 401, the first groove 5, the second groove 6, the lower horizontal through groove 402, the common clay brick of the third groove and the fourth groove in a staggered and lapped mode, the through hole 7 in the common clay brick is internally provided with the longitudinal steel bar 8, the upper horizontal through groove 401 is internally provided with the transverse steel bar 9 to strengthen the strength of the wall body, the common clay brick is suitable for the construction of the enclosing wall of the building structure in the area above the earthquake-resistant intensity level of 6 degrees, the coating is already coated during the manufacture of the common clay brick, the strength and the effect of plastering can be still achieved under the condition that the inner surface and the outer surface of the wall body are not plastered, the wall body construction work procedure is completed.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. A structure of a common clay brick body for an area with a higher earthquake-resistant level comprises a brick body (1), longitudinal steel bars (8) and transverse steel bars (9), wherein the structure of the common clay brick body for the area with the higher earthquake-resistant level is formed by staggering and building a plurality of brick bodies (1), the brick bodies (1) are provided with an upper horizontal through groove (401), a lower horizontal through groove (402), a first groove (5), a second groove (6), a third groove and a fourth groove, and the structure is characterized in that the upper horizontal through groove (401) is positioned at the X-axis central position of the upper surface of the brick body (1), the first groove (5) and the second groove (6) are horizontally arranged along the Y-axis of the upper surface of the brick body (1), the lower horizontal through groove (402) is positioned at the X-axis central position of the lower surface of the brick body (1), and the third groove and the fourth groove are horizontally arranged along the Y-axis of the lower surface of the;
go up horizontal logical groove (401) with two intersections of first slot (5) and second slot (6) all be equipped with through-hole (7), go up horizontal logical groove (401), first slot (5) and second slot (6) through-hole (7) with lower horizontal logical groove (402), third slot and fourth slot intercommunication, vertical reinforcing bar (8) pass from through-hole (7), horizontal reinforcing bar (9) are located the last horizontal logical groove (401) of brick body (1), vertical reinforcing bar (8) and horizontal reinforcing bar (9) form frame construction.
2. The common clay brick body used for the structure of the area with higher earthquake resistance level according to claim 1, wherein the brick body (1) has a length of 240mm, a width of 115mm and a thickness of 53mm, the brick body (1) is provided with an outer wall surface (2) and an inner wall surface (3), the outer wall surface (2) is coated with an outer wall coating, and the inner wall surface (3) is coated with an inner wall coating.
3. The common clay brick body used for the structure of the area with higher earthquake resistance level according to the claim 2, wherein the two ends of the longitudinal steel bar (8) are provided with anchoring hooks.
4. The construction method of the common clay brick for the structure of the area with higher earthquake resistance level according to claim 3, wherein the outer wall coating is prepared by mixing and uniformly stirring a concrete hardener and a neutral environment-friendly outer wall coating according to a weight ratio of 8: 2.
5. The construction method of the common clay brick body for the structure of the area with higher earthquake-resistant grade according to claim 4, wherein the inner wall coating is prepared by mixing and uniformly stirring a concrete hardener and a neutral environment-friendly inner wall coating according to the weight ratio of 8: 2.
6. The construction method of the common clay brick body used for the structure of the area with higher earthquake-resistant grade according to claim 5 is characterized by comprising the following specific steps:
1) longitudinal steel bars (8) are inserted into through holes (7) of a common clay brick body, and cement mortar with the same label is filled in the upper horizontal through groove (401), the first groove (5), the second groove (6), the lower horizontal through groove (402), the third groove, the fourth groove and the two through holes (7) and compacted;
2) common clay brick bodies are staggered and built, longitudinal steel bars (8) penetrate through the through holes (7), when one layer of building is completed, transverse steel bars (9) are placed in the upper horizontal through grooves (401), and two ends of each transverse steel bar (9) are connected with the wall steel bar columns;
3) jointing seams among common clay bricks are subjected to jointing treatment.
7. Use of the ordinary clay brick as defined in any one of claims 1 to 5 for the construction of prefabricated residential buildings in areas with higher seismic grade at 6 degrees seismic fortification intensity level or above.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910072748.5A CN111485664A (en) | 2019-01-25 | 2019-01-25 | Structure and construction method for common clay brick body used in area with higher earthquake resistance level |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910072748.5A CN111485664A (en) | 2019-01-25 | 2019-01-25 | Structure and construction method for common clay brick body used in area with higher earthquake resistance level |
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| CN111485664A true CN111485664A (en) | 2020-08-04 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1629416A (en) * | 2003-12-19 | 2005-06-22 | 宁波双联五金有限公司 | Thermal insulation hollow brick and method for constructing frame type thermal insulation dwelling houses using same |
| WO2007136233A1 (en) * | 2006-05-24 | 2007-11-29 | Yan Sup Lee | Fix holder, steel wire, bricks, and bricks wall reinforcement method thereby |
| CN101285330A (en) * | 2008-05-23 | 2008-10-15 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete block, masonry and method for anti-knock domestic architecture |
| CN201778391U (en) * | 2010-07-29 | 2011-03-30 | 中建一局集团第三建筑有限公司 | Reinforced masonry structure of 90mm-high small-sized hollow blocks made of as-cast finish concrete |
| CN202492962U (en) * | 2012-02-02 | 2012-10-17 | 陈科 | Constructing-free brick |
-
2019
- 2019-01-25 CN CN201910072748.5A patent/CN111485664A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1629416A (en) * | 2003-12-19 | 2005-06-22 | 宁波双联五金有限公司 | Thermal insulation hollow brick and method for constructing frame type thermal insulation dwelling houses using same |
| WO2007136233A1 (en) * | 2006-05-24 | 2007-11-29 | Yan Sup Lee | Fix holder, steel wire, bricks, and bricks wall reinforcement method thereby |
| CN101285330A (en) * | 2008-05-23 | 2008-10-15 | 上海德滨机械设备科技有限公司 | Environment protection type structure thermal insulation concrete block, masonry and method for anti-knock domestic architecture |
| CN201778391U (en) * | 2010-07-29 | 2011-03-30 | 中建一局集团第三建筑有限公司 | Reinforced masonry structure of 90mm-high small-sized hollow blocks made of as-cast finish concrete |
| CN202492962U (en) * | 2012-02-02 | 2012-10-17 | 陈科 | Constructing-free brick |
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Application publication date: 20200804 |
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