CN206667529U - A kind of superelevation masonry wall anti-seismic construction - Google Patents
A kind of superelevation masonry wall anti-seismic construction Download PDFInfo
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- CN206667529U CN206667529U CN201720354701.4U CN201720354701U CN206667529U CN 206667529 U CN206667529 U CN 206667529U CN 201720354701 U CN201720354701 U CN 201720354701U CN 206667529 U CN206667529 U CN 206667529U
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Abstract
A kind of superelevation masonry wall anti-seismic construction, anti-seismic construction includes the masonry wall by inner side, the two-layer wall of blues brick wall and cast-in-place concrete the coupling beam composition in outside, between two-layer wall, there is steel tie mesh sheet along the horizontal direction interval drawknot of two-layer wall, the medial end of steel tie mesh sheet is embedded in the horizontal screed of masonry wall, the outboard end of steel tie mesh sheet is embedded in the horizontal screed of blues brick wall, cast-in-place concrete coupling beam and horizontal tension rib are arranged at intervals with along the short transverse of masonry wall, horizontal tension rib is arranged in the horizontal screed of masonry wall, cast-in-place concrete constructional column is arranged at intervals with along the horizontal direction of masonry wall.The utility model is rational in infrastructure while relative ease of constructing, two walls unify stress, both met the pure blue bricks effect of facade, meet structural seismic detailing requiments again, reduce artificial input, save construction cost, there is preferable dissemination in similar projects.
Description
Technical field
The utility model belongs to building aseismicity field, particularly a kind of anti-seismic construction of superelevation masonry wall.
Background technology
Under the increasingly fierce market environment of market competition, industrial tourism garden increasingly becomes the external brand reason of manufacturing industry
The window and approach of publicity are read, blue bricks alien invasion modelled after an antique is one of which, for being accustomed to the masses of curtain wall alien invasion, is imitated
Ancient blue bricks has more visual impact.Blues brick wall wall thickness is 120mm, wall ratio of height to thickness supergage but still do not allow to set any construction
Post and collar tie beam, in order to realize effect that the pure blue bricks of its alien invasion is built by laying bricks or stones, it will set and disagree with the construction of current seismic specification.Cause
This, should realize that the pure blue bricks of alien invasion builds effect by laying bricks or stones, meet anti-seismic construction requirement again, solve the super rule of wall ratio of height to thickness, must
There must be a kind of special anti-seismic construction satisfactory could solve the above problems.
Utility model content
The purpose of this utility model is to provide a kind of superelevation masonry wall anti-seismic construction, and to solve wall alien invasion is pure blue bricks
When, build the super rule of ratio of height to thickness by laying bricks or stones, anti-seismic construction requirement can not be met and the technical problem of any constructional column and collar tie beam can not be set.
To achieve the above object, the utility model adopts the following technical scheme that：
A kind of superelevation masonry wall anti-seismic construction, including connected by the masonry wall of inner side, the blues brick wall in outside and cast-in-place concrete
The two-layer wall of beam composition, space is left between the masonry wall and blues brick wall,
The masonry wall is piled up by building block brick and formed by the masonry wall mortar bonding between building block brick, upper and lower two successively
Masonry wall mortar between layer building block brick forms the horizontal screed of masonry wall；
The blues brick wall is piled up by blue bricks and formed by the blues brick wall mortar bonding between blue bricks successively, and upper and lower two layers blue or green
The horizontal mortar of blues brick wall between brick forms the horizontal screed of blues brick wall；
Horizontal drawknot has a steel tie mesh sheet between the two-layer wall, and the steel tie mesh sheet is along two-layer wall width
Direction is elongated to be set, is arranged at intervals along the short transverse of two-layer wall, and two ends of the steel tie mesh sheet are set respectively
In the discrepancy in elevation no more than in a blue bricks thickness, the horizontal screed of neighbouring masonry wall and the horizontal screed of blues brick wall；
Cast-in-place concrete constructional column is provided with the masonry wall, the cast-in-place concrete constructional column and masonry wall etc. are high
Width interval setting thick, along masonry wall；
Also cast-in-place concrete coupling beam, width of the cast-in-place concrete coupling beam along masonry wall are provided with the masonry wall
Horizontal full-length set, along masonry wall short transverse, avoid steel tie mesh sheet location interval set, the cast-in-place concrete
The inner surface of coupling beam is concordant with the inner surface of masonry wall, the outboard end of cast-in-place concrete coupling beam stretch into space and with
The inner surface connection of blues brick wall；
Horizontal tension rib is provided with the masonry wall, width horizontal full-length of the horizontal tension rib along masonry wall is set
Put, be embedded in the horizontal screed of masonry wall, short transverse of the horizontal tension rib along masonry wall, avoid steel tie mesh sheet and existing
The location interval of pouring concrete coupling beam is set.
The width of the steel tie mesh sheet be not less than two-layer wall thickness, steel tie mesh sheet gap it is straight or
Person bends.
The medial end of the steel tie mesh sheet is embedded in the horizontal screed of masonry wall, the inner side of steel tie mesh sheet
End face is concordant with the inner surface of masonry wall, and the outboard end of steel tie mesh sheet is embedded in the horizontal screed of blues brick wall, drawknot
The end face outside of reinforced mesh is concordant with the outer surface of blues brick wall.
The cast-in-place concrete constructional column includes post and indulges muscle, the column tie-bar being enclosed on the outside of the vertical muscle of post and the vertical muscle of parcel post
With the post concrete of column tie-bar.
The cast-in-place concrete coupling beam includes beam and indulges muscle, the beam stirrup being enclosed on the outside of the vertical muscle of beam）And parcel beam indulges muscle
With the beam concrete of beam stirrup.
The beam stirrup extends towards blue bricks direction and is connected with beam drawknot mesh sheet, and the beam drawknot mesh sheet is embedded in neighbouring
In the horizontal screed of blues brick wall of cast-in-place concrete coupling beam, the beam drawknot mesh sheet is set along width of wall body direction horizontal full-length,
The end face outside of beam drawknot mesh sheet is concordant with the outer surface of blues brick wall.
The beam drawknot mesh sheet and steel tie mesh sheet are the two-way mesh sheet being equidistantly welded of reinforcing bar.
The utility model has the characteristics that and beneficial effect compared with prior art：
A kind of superelevation masonry wall anti-seismic construction provided by the utility model, solve the pure blue bricks of alien invasion and build effect by laying bricks or stones and do not permit
Constructional column and collar tie beam are set perhaps, build the super rule of ratio of height to thickness by laying bricks or stones and the technical problem of anti-seismic construction requirement can not be met.This practicality is new
Type is can to realize the alien invasion effect that pure blue bricks is built by laying bricks or stones, and and can solves masonry wall ratio of height to thickness and exceedes design specification but do not allow to set
A kind of special anti-seismic construction for putting constructional column and collar tie beam is set.
The two-layer wall that the utility model is made up of the masonry wall of inner side, the blues brick wall in outside and cast-in-place concrete coupling beam,
Setting structure is rationally constructed relative ease simultaneously, and cast-in-place concrete constructional column, cast-in-place concrete coupling beam and level are set in masonry wall
Tension rib is reasonable by power path, and steel tie mesh sheet, while cast-in-place concrete coupling beam are set between the screed of two-layer wall
Outer surface be connected with blues brick wall inner surface, two walls unification stress, steel tie mesh sheet and cast-in-place concrete coupling beam are to green grass or young crops
One draws an effect pushed up caused by brick wall, has both met the pure blue bricks effect of facade, meets that structural seismic construction will again
Ask, reduce artificial input, save construction cost, there is preferable dissemination in similar projects.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is cross-sectional view of the present utility model.
Fig. 2 is planar structure schematic diagram of the present utility model.
Fig. 3 is dimensional structure diagram of the present utility model.
Fig. 4 is the structural representation of steel tie mesh sheet of the present utility model.
Reference：1- masonry walls, 2- blues brick walls, 3- spaces, the horizontal screed of 4- masonry walls, 5- blues brick wall water
The horizontal tension rib of flat mortar layer, 6-, 7- cast-in-place concretes coupling beam, 7.1- beams indulge muscle, 7.2- beam stirrups, 7.3- beam coagulations
Soil, 8- steel ties mesh sheet, 9- cast-in-place concretes constructional column, 9.1- posts indulge muscle, 9.2- column tie-bars, 9.3- posts concrete, 10-
Beam drawknot mesh sheet.
Embodiment
Embodiment is referring to shown in Fig. 1-4, a kind of superelevation masonry wall anti-seismic construction, including by the masonry wall 1 of inner side, outside
The two-layer wall that blues brick wall 2 and cast-in-place concrete coupling beam 7 form, space 3 is left between the masonry wall and blues brick wall.
The masonry wall 1 is piled up by building block brick and formed by the masonry wall mortar bonding between building block brick successively, up and down
Masonry wall mortar between two layers of building block brick forms the horizontal screed 4 of masonry wall.
The blues brick wall 2 is piled up by blue bricks and formed by the blues brick wall mortar bonding between blue bricks, upper and lower two layers successively
The horizontal mortar of blues brick wall between blue bricks forms the horizontal screed 5 of blues brick wall.
Horizontal drawknot has a steel tie mesh sheet 8 between the two-layer wall, and the steel tie mesh sheet 8 is wide along two-layer wall
Spend the elongated setting in direction, be arranged at intervals along the short transverse of two-layer wall, two ends of the steel tie mesh sheet 8 are set respectively
Put in the discrepancy in elevation no more than in a blue bricks thickness, the horizontal screed 4 of neighbouring masonry wall and the horizontal screed 5 of blues brick wall.It is described
The width of steel tie mesh sheet 8 is not less than the thickness of two-layer wall, and steel tie mesh sheet 8 is straight at space 3 or bending.This
Bent in embodiment.The medial end of the steel tie mesh sheet is embedded in the horizontal screed 4 of masonry wall, steel tie net
The inner side end of piece is concordant with the inner surface of masonry wall, and the outboard end of steel tie mesh sheet is embedded in the horizontal mortar of blues brick wall
Layer 5, the end face outside of steel tie mesh sheet is concordant with the outer surface of blues brick wall.
Cast-in-place concrete constructional column 9 is provided with the masonry wall 1, the cast-in-place concrete constructional column 9 and masonry wall 1 are contour
Uniform thickness, the width interval setting along masonry wall 1.
Also cast-in-place concrete coupling beam 7, width of the cast-in-place concrete coupling beam 7 along masonry wall 1 are provided with the masonry wall 1
Direction horizontal full-length sets, is set along the short transverse of masonry wall 1, the location interval of avoiding steel tie mesh sheet 8, described cast-in-place
The inner surface of concrete connecting-beam is concordant with the inner surface of masonry wall, and the outboard end of cast-in-place concrete coupling beam stretches into space 3
Interior and with blues brick wall inner surface is connected.The cast-in-place concrete coupling beam 7 includes beam and indulges muscle 7.1, is enclosed in the vertical muscle 7.1 of beam
The beam stirrup 7.2 and parcel beam in outside indulge the beam concrete seven .3 of muscle 7.1 and beam stirrup 7.2.
The beam stirrup 7.2 extends towards blue bricks direction and is connected with beam drawknot mesh sheet 10, and the beam drawknot mesh sheet 10 is buried
It is located in the horizontal screed 5 of blues brick wall of neighbouring cast-in-place concrete coupling beam, the beam drawknot mesh sheet 10 is along width of wall body direction water
Elongated setting is put down, the end face outside of beam drawknot mesh sheet is concordant with the outer surface of blues brick wall.The beam drawknot mesh sheet 10 and drawknot
Reinforced mesh 8 is the two-way mesh sheet being equidistantly welded of reinforcing bar.
Horizontal tension rib 6 is provided with the masonry wall 1, width of the horizontal tension rib 6 along masonry wall 1 is horizontal logical
It is long to set, be embedded in the horizontal screed 4 of masonry wall, short transverse of the horizontal tension rib 6 along masonry wall 1, avoid steel tie
The location interval of mesh sheet 8 and cast-in-place concrete coupling beam 7 is set.
The cast-in-place concrete constructional column 9 include post indulge muscle 9.1, be enclosed in post indulge the outside of muscle 9.1 column tie-bar 9.2 and
Wrap up the post concrete 9.3 that post indulges muscle 9.1 and column tie-bar 9.2.
In the present embodiment, the wall thickness of the masonry wall is 200mm, and building block brick is burned shale perforated brick, the chi of every piece of brick
Very little is 240mm × 190mm × 90mm, and the wall thickness of the blues brick wall is 120mm, the size of every block of blue bricks for 240mm × 120mm ×
50mm, the sectional dimension of cast-in-place concrete constructional column 9 is 200mm × 200mm.
The construction method of this superelevation masonry wall anti-seismic construction, construction procedure are as follows：
Step 1: design cast-in-place concrete constructional column 9, cast-in-place concrete coupling beam 7, steel tie mesh sheet 8 and horizontal drawknot
Position, size and the number of muscle 6；The horizontal screed 4 of size and masonry wall and blues brick wall for designing building block brick and blue bricks are horizontal
The thickness of screed 5, design the distance in space 3；
Step 2: post is indulged into muscle 9.1 divides three sections, it is divided into top section, bottom section and stage casing, pushes up section and bottom section is implanted into wall top respectively
In the Vierendeel girder of portion and bottom, horizontal tension rib 6 and Liang Zong muscle 7.1 are divided equally three sections, are divided into left section, right section and stage casing, left section
It is implanted into respectively in the frame column of wall both sides with right section；
Step 2: bar planting carries out pull-out test after completing 72 hours, colligation post is indulged in muscle 9.1 after pull-out test is qualified
Section, stage casing is connected with top section and bottom section, while colligation column tie-bar 9.2；
Step 3, build masonry wall 1 by laying bricks or stones, horizontal tension rib 6, steel tie mesh sheet 8 and cast-in-place concrete coupling beam 7 are with wall
Successively construct：
When at construction to design level tension rib 6, the stage casing of the horizontal tension rib 6 of colligation, by stage casing and left section and right section of company
Connect, while stage casing be embedded in the horizontal screed 4 of masonry wall,
When at construction to steel tie mesh sheet 8, the medial end of steel tie mesh sheet 8 is embedded in horizontal screed 4,
When at construction to cast-in-place concrete coupling beam 7, the stage casing of the horizontal tension rib 7 of colligation, by stage casing and left section and right section of company
Connect, while colligation beam stirrup 7.2, subsequent supporting module and casting beams concrete seven .3；
Step 4, supporting module and post concrete 9.3 is poured after the completion of masonry wall 1 is built by laying bricks or stones；
Step 5, build blues brick wall 2 by laying bricks or stones, stayed between blues brick wall 2 and masonry wall 1 and set the space 3 that width is not more than 60mm, to protect
The inner surface of blues brick wall 2 should be close to the outboard end of cast-in-place concrete coupling beam 7 and be defined after the completion of card is built by laying bricks or stones,
The outboard end of steel tie mesh sheet 8 is embedded in the horizontal screed 5 of blues brick wall with layer in building process, drawknot
Reinforced mesh 8 is gap is straight or bending process, to ensure the outer of the end face outside of steel tie mesh sheet 8 and blues brick wall 2
Side surface is concordantly defined, and two-layer wall construction is completed.
In the step of the present embodiment three, in colligation beam stirrup 7.2, simultaneously tie-beam drawknot mesh sheet 10 can be extended,
Beam drawknot mesh sheet 10 is also embedded in the horizontal screed 5 of blues brick wall, beam drawknot mesh sheet 10 gap is straight or bending process,
To ensure that the end face outside of beam drawknot mesh sheet 10 is concordant with the outer surface of blues brick wall 2.
In the step of the present embodiment one, the horizontally arranged spacing of width of the cast-in-place concrete constructional column 9 along wall
For 5000mm；Post indulges muscle 9.1 and sets 4, a diameter of 12mm；The setting spacing of column tie-bar 9.2 is 200mm.Cast-in-place concrete connects
It is 1500mm that short transverse of the beam 7 along wall, which sets spacing,；It is 6, a diameter of 10mm that beam, which indulges muscle 7.1, the beam stirrup 7.2
Setting spacing is 200mm.Steel tie mesh sheet 8 is respectively welded by a diameter of 4mm reinforcing bar with two-way for 100mm spacing,
It is 500mm to set spacing along the short transverse of wall.Horizontal steel tie 6 sets 2 in the horizontal screed of every layer of masonry wall,
A diameter of 6.5mm of horizontal steel tie 6, it is 500mm to set spacing along the short transverse of wall.The horizontal screed of masonry wall
Thickness is 10mm, and the thickness of the horizontal screed of blues brick wall is 8mm；The distance in space 3 is 60mm.
Claims (7)
- A kind of 1. superelevation masonry wall anti-seismic construction, it is characterised in that：Including the masonry wall by inner side（1）, outside blues brick wall（2） With cast-in-place concrete coupling beam（7）The two-layer wall of composition, space is left between the masonry wall and blues brick wall（3）,The masonry wall（1）Piled up by building block brick and formed by the masonry wall mortar bonding between building block brick, upper and lower two successively Masonry wall mortar between layer building block brick forms the horizontal screed of masonry wall（4）；The blues brick wall（2）Piled up by blue bricks and formed by the blues brick wall mortar bonding between blue bricks successively, upper and lower two layers blue or green The horizontal mortar of blues brick wall between brick forms the horizontal screed of blues brick wall（5）；Horizontal drawknot has steel tie mesh sheet between the two-layer wall（8）, the steel tie mesh sheet（8）It is wide along two-layer wall Spend the elongated setting in direction, be arranged at intervals along the short transverse of two-layer wall, the steel tie mesh sheet（8）Two ends difference The discrepancy in elevation is arranged on no more than a blue bricks thickness, the horizontal screed of neighbouring masonry wall（4）With the horizontal screed of blues brick wall（5） It is interior；The masonry wall（1）It is interior to be provided with cast-in-place concrete constructional column（9）, the cast-in-place concrete constructional column（9）With masonry wall（1） Contour uniform thickness, along masonry wall（1）Width be arranged at intervals；The masonry wall（1）It is interior to be provided with also cast-in-place concrete coupling beam（7）, the cast-in-place concrete coupling beam（7）Along masonry wall（1）'s Width horizontal full-length is set, along masonry wall（1）Short transverse, avoid steel tie mesh sheet（8）Location interval set, The inner surface of the cast-in-place concrete coupling beam is concordant with the inner surface of masonry wall, and the outboard end of cast-in-place concrete coupling beam is stretched Enter space（3）Interior and with blues brick wall inner surface is connected；The masonry wall（1）It is interior to be provided with horizontal tension rib（6）, the horizontal tension rib（6）Along masonry wall（1）Width water Flat elongated setting, it is embedded in the horizontal screed of masonry wall（4）In, horizontal tension rib（6）Along masonry wall（1）Short transverse, keep away Open steel tie mesh sheet（8）With cast-in-place concrete coupling beam（7）Location interval set.
- 2. superelevation masonry wall anti-seismic construction according to claim 1, it is characterised in that：The steel tie mesh sheet（8）'s Width is not less than the thickness of two-layer wall, steel tie mesh sheet（8）In space（3）Locate straight or bending.
- 3. superelevation masonry wall anti-seismic construction according to claim 2, it is characterised in that：The inner side of the steel tie mesh sheet End is embedded in the horizontal screed of masonry wall（4）Interior, the inner side end of steel tie mesh sheet is concordant with the inner surface of masonry wall, The outboard end of steel tie mesh sheet is embedded in the horizontal screed of blues brick wall（5）, the end face outside and blue bricks of steel tie mesh sheet The outer surface of wall is concordant.
- 4. superelevation masonry wall anti-seismic construction according to claim 1, it is characterised in that：The cast-in-place concrete constructional column （9）Muscle is indulged including post（9.1）, be enclosed in post indulge muscle（9.1）The column tie-bar in outside（9.2）And parcel post indulges muscle（9.1）With post Stirrup（9.2）Post concrete（9.3）.
- 5. the superelevation masonry wall anti-seismic construction according to claim 1-4 any one, it is characterised in that：The cast-in-place coagulation Native coupling beam（7）Muscle is indulged including beam（7.1）, be enclosed in beam indulge muscle（7.1）The beam stirrup in outside（7.2）And parcel beam indulges muscle （7.1）With beam stirrup（7.2）Beam concrete（7.3）.
- 6. superelevation masonry wall anti-seismic construction according to claim 5, it is characterised in that：The beam stirrup（7.2）Towards green grass or young crops Brick direction extends and is connected with beam drawknot mesh sheet（10）, the beam drawknot mesh sheet（10）It is embedded in neighbouring cast-in-place concrete coupling beam The horizontal screed of blues brick wall（5）It is interior, the beam drawknot mesh sheet（10）Set along width of wall body direction horizontal full-length, beam drawknot mesh sheet End face outside it is concordant with the outer surface of blues brick wall.
- 7. superelevation masonry wall anti-seismic construction according to claim 6, it is characterised in that：The beam drawknot mesh sheet（10）With drawing Tie reinforced mesh（8）It is the two-way mesh sheet being equidistantly welded of reinforcing bar.
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| CN201720354701.4U CN206667529U (en) | 2017-04-06 | 2017-04-06 | A kind of superelevation masonry wall anti-seismic construction |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948514A (en) * | 2017-04-06 | 2017-07-14 | 中建局集团第三建筑有限公司 | A kind of superelevation masonry wall anti-seismic construction and its construction method |
| CN109057066A (en) * | 2018-08-20 | 2018-12-21 | 中国冶集团有限公司 | A kind of flexible connection anti-seismic structure and construction method |
| CN110700447A (en) * | 2019-10-24 | 2020-01-17 | 哈尔滨工业大学 | Flexible connection structure of building block infilled wall and concrete frame structure and construction method thereof |
-
2017
- 2017-04-06 CN CN201720354701.4U patent/CN206667529U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948514A (en) * | 2017-04-06 | 2017-07-14 | 中建局集团第三建筑有限公司 | A kind of superelevation masonry wall anti-seismic construction and its construction method |
| CN109057066A (en) * | 2018-08-20 | 2018-12-21 | 中国冶集团有限公司 | A kind of flexible connection anti-seismic structure and construction method |
| CN110700447A (en) * | 2019-10-24 | 2020-01-17 | 哈尔滨工业大学 | Flexible connection structure of building block infilled wall and concrete frame structure and construction method thereof |
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