CN106703255B - A kind of combination steel brick and its construction method - Google Patents

A kind of combination steel brick and its construction method Download PDF

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Publication number
CN106703255B
CN106703255B CN201611022736.4A CN201611022736A CN106703255B CN 106703255 B CN106703255 B CN 106703255B CN 201611022736 A CN201611022736 A CN 201611022736A CN 106703255 B CN106703255 B CN 106703255B
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China
Prior art keywords
brick body
steel
steel plate
brick
steel pipe
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CN201611022736.4A
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CN106703255A (en
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邹传龙
陈姗
黄庭扬
韦辉
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Nanning Institute
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Nanning Institute
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256Special features of building elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses a kind of combination steel brick and its construction methods, brick body (1) is embedded with steel plate framework (4), the steel plate framework (4) includes 4 blocks of steel plates to join end to end in closed form, every piece of surface of steel plate is connected with steel pipe (5), the central axes of steel pipe (5) are perpendicular to surface of steel plate, and the circumferential surface of steel pipe (5) is non-close face, the percentage that notch (6) area accounts for the circumferential gross area is less than or equal to 1/2, the upper surface of brick body (1) is provided with locating slot (3), the lower end surface of brick body (1) is equipped with and locating slot (3) matched positioning protrusion (2), the distance n of the central axis of locating slot (3) and positioning protrusion (2) to brick body (1) side end face is less than to brick body (1) center the distance m for dividing face equally.Brick body (1) of the present invention can be in factory's mass production, and the good integrity for back wall of constructing, rigidity is big, and intensity is high, and construction efficiency is high, and shear behavior is good, and anti-seismic performance is good.

Description

A kind of combination steel brick and its construction method
Technical field
The present invention relates to a kind of combination steel brick and its construction methods, belong to building wall structure field.
Background technique
Common fired brick positioning accuracy is lower, due between same layer brick body and will between adjacent layer brick body when building a wall Applying mortar, piling up process has higher requirement for the technical ability qualification of construction personnel;On the other hand, ordinary fired brick Intensity is lower, and monomer shear resistance is weaker.To sum up, it is necessary to design a kind of steel brick and at wall method, combination pile up it is high-efficient, Have higher shearing resistance and anti-seismic performance, shorten the construction period, improves construction efficiency.
Summary of the invention
The technical problem to be solved by the present invention is providing a kind of combination steel brick and its construction method, steel brick brick strength is high, Rigidity is big, can be in factory's mass production, and the good integrity for back wall of constructing, rigidity is big, and intensity is high, and construction efficiency is high, resists It is good to cut performance, anti-seismic performance is good.
Technical scheme is as follows:
A kind of combination steel brick, including cube shaped brick body, brick body are embedded with steel plate framework, and the steel plate framework includes block head Tail is connected the steel plate in closed form, and every piece of surface of steel plate is connected with steel pipe, and the central axes of steel pipe are perpendicular to surface of steel plate, and steel pipe Circumferential surface be non-close face, notch area account for the circumferential gross area percentage be less than or equal to 1/2, the upper surface of brick body is opened There is a locating slot, the lower end surface of brick body is equipped with to be arrived with the matched positioning protrusion of locating slot, the central axis of locating slot and positioning protrusion The distance n of brick body side end face is less than the distance m for dividing face equally to brick body center.Steel plate framework and the steel pipe on its surface are as brick body Strengthen skeleton to be embedded in brick body, the combination of locating slot and positioning protrusion for different brick bodies, the notch on steel pipe is for improving The combination of brick body material and steel pipe and filling rate.The distance n of the central axis of locating slot and positioning protrusion to brick body side end face is small In the distance m for dividing face equally to brick body center, so, when combining brick body, one section of gap can be generated between the adjacent brick body of same layer, For filling mortar.
The cross section of the steel pipe is in rectangle, regular polygon or circle, the selection of concrete shape can according to cost of manufacture into Row selection.
The direction of steel pipe its notch on the steel plate framework on same steel plate is different, and different notch directions make steel Plate framework is sufficiently combined by steel pipe with brick body material.
The steel pipe quantity of different surface of steel plate is different on steel plate framework, for there is the brick body of direction shape strength demand, can increase Add steel pipe quantity in this direction, strengthens connection and shearing resistance compressive property.
The steel tube section shape of different surface of steel plate is different on steel plate framework, for having different directions intensity or shearing to require Brick body can adjust the cross sectional shapes of different surface of steel plate steel pipes, the distribution form of steel pipe further can be changed, such as in brick body Some cut face be arranged six deformed sections steel pipes.
The locating slot and positioning protrusion of brick body are respectively two, about dividing equally in face of this for brick body thickness direction.
A kind of construction method using said combination steel brick, firstly, the brick body of adjacent layer is according to upper along brick body length direction The locating slot of positioning protrusion insertion lower layer's brick body upper surface of layer brick body lower end surface combines one by one to be piled up, then, same layer adjacent bricks Mortar or welding are filled in gap between body.
Steel brick intensity of the invention is high, and rigidity is big, can be in factory's mass production.When constructing at wall, according to locating slot And positioning protrusion Corresponding matching, speed of application is fast, and upper and lower end face is easy levelling and alignment without filling mortar, and when stress is complete Load is born by brick body itself, without regard to the faying face of brick body and mortar.Meanwhile brick body gap location fills mortar or weldering It connects, ensure that the good integrity finally at wall, rigidity is big, and intensity is high, and easy for construction, shear resistance anti-seismic performance is good.
Detailed description of the invention
Fig. 1 is the steel brick structure schematic diagram in the present invention;
Fig. 2 is light plate circuit theory schematic diagram of the present invention;
Fig. 3 is the schematic diagram that light plate frame of the present invention is embedded in brick body Chinese style;
Fig. 4 is combination steel brick tiling method schematic diagram in the present invention;
Fig. 5 be in the present invention combine steel brick at wall schematic diagram;
Fig. 6 is that the signal of steel brick locating slot (positioning protrusion) with respect to brick body end face and split distance is combined in the present invention Figure.
Specific embodiment
As shown in Figure 1 and shown in Fig. 6, it includes cube shaped brick body 1 that cubic, which combines steel brick, and the upper surface of brick body 1 is opened There are two rectangle locating slot 3, the lower end surface of brick body 1 be equipped with 3 matched two rectangle positioning convexes 2 of locating slot, locating slot 3 and The distance n of the central axis of positioning protrusion 2 to 1 side end face of brick body is less than to 1 center of brick body the distance m for dividing face equally.Brick body 1 is embedded There is steel plate framework 4, as shown in Fig. 2, steel plate framework 4 includes 4 blocks of steel plates to join end to end in closed form, as shown in figure 3,4 blocks of steel Plate is respectively parallel to 4 surfaces of brick body 1, and every piece of surface of steel plate is connected with steel cylindrical tube 5, the central axes of steel pipe 5 perpendicular to Surface of steel plate, and the circumferential surface of steel pipe 5 is non-close face, notch 6 accounts for the circumferential gross area along 5 axis direction of steel pipe, area Percentage is equal to 1/4, and length is equal to steel pipe height, and notch 6 extends radially through the wall thickness of steel pipe 5 along steel pipe 5.
As shown in figure 4, successively being piled up in such a way that locating slot 3 matches positioning protrusion 2 when piling up wall.
As shown in figure 5, at the state diagram after wall, gap 7 between the adjacent two pieces of brick bodies 1 of same layer using slurry placement or Person welds as weld seam.

Claims (4)

1. a kind of combination steel brick, including cube shaped brick body (1), it is characterised in that: brick body (1) is embedded with steel plate framework (4), institute Stating steel plate framework (4) includes 4 blocks of steel plates to join end to end in closed form, and every piece of surface of steel plate is connected with steel pipe (5), steel pipe (5) Central axes perpendicular to surface of steel plate, and the circumferential surface of steel pipe (5) is non-close face, and notch (6) area accounts for the circumferential gross area Percentage is less than or equal to 1/2, and the upper surface of brick body (1) is provided with locating slot (3), and the lower end surface of brick body (1) is equipped with and positioning Distance n of the central axis of slot (3) matched positioning protrusion (2), locating slot (3) and positioning protrusion (2) to brick body (1) side end face Less than the distance m for dividing face equally to brick body (1) center;
The direction of steel pipe (5) its notch (6) on the steel plate framework (4) on same steel plate is different, on steel plate framework (4) not Different with steel pipe (5) quantity of surface of steel plate, steel pipe (5) cross sectional shape of different surface of steel plate is different on steel plate framework (4).
2. a kind of combination steel brick according to claim 1, it is characterised in that: the cross section of the steel pipe (5) is in rectangle, just Polygon or round.
3. a kind of combination steel brick according to claim 1, it is characterised in that: the locating slot (3) of brick body (1) and positioning Raised (2) are respectively two.
4. combining the construction method of steel brick as described in claim 1,2 or 3, it is characterised in that: along brick body (1) length direction, phase The brick body (1) of adjacent bed is inserted into the locating slot of lower layer's brick body (1) upper surface according to the positioning protrusion (2) of upper layer brick body (1) lower end surface (3) combination is piled up one by one, and mortar is filled in the gap (7) between the adjacent brick body of same layer (1).
CN201611022736.4A 2016-11-18 2016-11-18 A kind of combination steel brick and its construction method Active CN106703255B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611022736.4A CN106703255B (en) 2016-11-18 2016-11-18 A kind of combination steel brick and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611022736.4A CN106703255B (en) 2016-11-18 2016-11-18 A kind of combination steel brick and its construction method

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CN106703255A CN106703255A (en) 2017-05-24
CN106703255B true CN106703255B (en) 2019-05-14

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109356317B (en) * 2018-12-01 2019-08-20 滦南县朝盛新型建材有限公司 A kind of reinforced building block and preparation method thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100006159A (en) * 2009-12-29 2010-01-18 현성현 Process and building combination block
CN102619302A (en) * 2012-05-02 2012-08-01 郄建慧 Steel plate and steel belt stretching grid precast concrete component
CN203856123U (en) * 2014-01-08 2014-10-01 周金珍 Accurate positioning type concrete hollow block
JP2015143426A (en) * 2014-01-31 2015-08-06 ケイミュー株式会社 Face material for lathing, and wall structure
CN204983360U (en) * 2015-08-31 2016-01-20 漯河三盛华环保节能科技有限公司 Energy -concerving and environment -protective composite brick
CN205000536U (en) * 2015-09-28 2016-01-27 光大国信建设发展(北京)有限公司 Chain formula combination wall brick and wall structure of withholding

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100006159A (en) * 2009-12-29 2010-01-18 현성현 Process and building combination block
CN102619302A (en) * 2012-05-02 2012-08-01 郄建慧 Steel plate and steel belt stretching grid precast concrete component
CN203856123U (en) * 2014-01-08 2014-10-01 周金珍 Accurate positioning type concrete hollow block
JP2015143426A (en) * 2014-01-31 2015-08-06 ケイミュー株式会社 Face material for lathing, and wall structure
CN204983360U (en) * 2015-08-31 2016-01-20 漯河三盛华环保节能科技有限公司 Energy -concerving and environment -protective composite brick
CN205000536U (en) * 2015-09-28 2016-01-27 光大国信建设发展(北京)有限公司 Chain formula combination wall brick and wall structure of withholding

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