CN108412080A - Improve reinforcement connection structure, its construction method and the brick setting of brick setting globality - Google Patents
Improve reinforcement connection structure, its construction method and the brick setting of brick setting globality Download PDFInfo
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- CN108412080A CN108412080A CN201810144740.0A CN201810144740A CN108412080A CN 108412080 A CN108412080 A CN 108412080A CN 201810144740 A CN201810144740 A CN 201810144740A CN 108412080 A CN108412080 A CN 108412080A
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- precast concrete
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- reinforcing bar
- brick setting
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- 239000011449 brick Substances 0.000 title claims abstract description 74
- 230000002787 reinforcement Effects 0.000 title claims abstract description 34
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000011178 precast concrete Substances 0.000 claims abstract description 87
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 43
- 238000005452 bending Methods 0.000 claims abstract description 9
- 239000002002 slurry Substances 0.000 claims abstract description 7
- 238000006073 displacement reaction Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 239000004567 concrete Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 4
- 238000007373 indentation Methods 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 208000037656 Respiratory Sounds Diseases 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Classifications
-
- 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
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Improve reinforcement connection structure, its construction method and the brick setting of brick setting globality, reinforce connection structure transversely to be connected and composed by several intermediate the first precast concrete sticks and the second precast concrete stick of two, both ends, it docks to form closed chamber in adjacent two precast concretes stick end, the semi-annular shape end that intracavitary two is correspondingly connected with reinforcing bar overlaps up and down, prefabricated shearing-resistance blocks are inserted with, intracavitary has also poured pea gravel concreten obturator；The second precast concrete stick at both ends buries in such a way that two lengths of rebar ends are in bending build in the constructional column of both ends respectively.Construction method before S1 is built by laying bricks or stones, first spreads one layer of bed load slurry in common brick layer；S2 builds several the first precast concrete sticks and two the second precast concrete sticks according to fissure of displacement overlapping mode by laying bricks or stones；S3 serves as template using the part of precast concrete stick end notches both sides and pours pea gravel concreten into closed chamber.Brick setting feature has built one or more layers reinforcement connection structure by laying bricks or stones in being.Reinforce globality and splitting resistance that connection structure improves brick setting.
Description
Technical field
The invention belongs to building structure field, more particularly to a kind of reinforcement connection structure improving brick setting globality, its
Construction method and brick setting.
Background technology
Masonry structure is structural system a kind of ancient and with great potential, the multilayer room in China in China
Occupy absolute leading position in room.Basis, inner-outer wall, column, lintel, roof system in the civil buildings such as house, office building and ground
Ditch etc. can all be built with masonry structure.In the building of industrial factory building and reinforced concrete frame structure, masonry is often used
To build enclosure wall by laying bricks or stones.Medium and small workshop and the buildings such as multilayered light industrial premises and cinema, dining room, warehouse, also widely
Make the load-carrying members of wall body or column using masonry.
Brick setting in masonry structure is a kind of common building structure, and the cracking of masonry structure is also a kind of common
, more scabrous architectural problems.The generation in crack is the common fault of masonry structure, cause masonry structure generate crack the reason of have
Very much, such as temperature change, drying shrinkage, ground are uneven etc., and masonry structure can be made to generate crack.There is crack in masonry structure
The overall stability of building, such as durability and shock resistance etc. can be reduced.The generation in crack not only influences the beauty of building,
Also the normal use of building can be influenced, the serious building collapse that can occur causes personal injury, seriously threatens people's
The security of the lives and property, it is exactly a slight crack to have the inducement of many serious accidents.So in sufficient understanding and clearly
On the basis of the clear harm for recognizing Masonry Structure Crack, how to improve the globality of brick setting, prevent building tear into
One step expands, and the safety of guarantee building is of great significance and is influenced.
Invention content
The present invention provides a kind of reinforcement improving brick setting globality to solve technical problem present in known technology
Connection structure, its construction method and brick setting, which can be improved the globality of brick setting, can play and prevents from building
The further widened effect of object crack；The construction method simple possible of the reinforcement connection structure；Using this reinforcement connection structure
Globality and splitting resistance can be improved in brick setting.
The present invention is adopted the technical scheme that solve technical problem present in known technology：
A kind of reinforcement connection structure improving brick setting globality, it is characterised in that：Including the first precast concrete stick,
Second precast concrete stick and prefabricated shearing-resistance blocks；The master of the main body and the second precast concrete block of first precast concrete stick
Body is wide with common building block uniform thickness, and prefabricated shearing-resistance blocks are cylindrical-shaped structure；
The main body of first precast concrete stick is the flat block structure that both ends are each provided with a notch, prefabricated first
The first connection reinforcing bar is formulated in concrete fin block main body, the both ends of the first connection reinforcing bar are in semi-annular shape and respectively from first
The both ends indentation, there of precast concrete block main body is stretched out；
The main body of second precast concrete stick is that flat block structure jaggy is arranged in one end, in the second concrete
It is formulated with the second connection reinforcing bar in native block main body, one end of the second connection reinforcing bar is in semi-annular shape and from the second concrete
One end of setting notch is stretched out in native block main body, the other end of the second connection reinforcing bar be the open end that two lengths of rebar are constituted and
The other end opposite with setting notch stretches out from the second precast concrete block main body；
The connection structure of reinforcing is by being arranged in several intermediate the first precast concrete sticks and being arranged at both ends
Two the second precast concrete sticks transversely connect and compose, and form a skin of masonry, two adjacent precast concrete sticks
End docking is respectively formed a closed chamber, and the two semi-annular shape ends for being correspondingly connected with reinforcing bar form overlap joint up and down in closed chamber,
Overlapping part is fitted with the prefabricated shearing-resistance blocks, and pea gravel concreten obturator has been poured in closed chamber；The second of both ends is pre-
The open end of second connection reinforcing bar of concrete stick processed is buried in such a way that the end of two lengths of rebar is in bending respectively builds in both ends
Constructional column in.
Further：First connection reinforcing bar is in integrally long circular.
Further：It is each equipped in the first precast concrete block main body and in the second precast concrete block main body
Stirrup and longitudinal steel wire, stirrup and longitudinal steel wire are linked together, and form framework of steel reinforcement structure.
A kind of construction method for the reinforcement connection structure improving brick setting globality, which is characterized in that reinforce connection structure
Using the reinforcement connection structure of above-mentioned raising brick setting globality, construction procedure is：
S1 first spreads one layer of bed load slurry before building by laying bricks or stones in one layer of common brick layer of selection；
S2 after bed load slurry is completed, by several the first precast concrete sticks and positioned at two of both ends it is second prefabricated mixed
Overlapped that mode is built by laying bricks or stones according to the fissure of displacement for solidifying soil stick；When building by laying bricks or stones, shape is docked in the end of adjacent two precast concretes stick
At closed chamber, two in the same closed chamber semi-annular shape ends for being correspondingly connected with reinforcing bar will form overlap joint up and down, overlap
Position be inserted into prefabricated shearing-resistance blocks, be connected with being formed；By the second connection steel on the second precast concrete stick at both ends
Two lengths of rebar of the open end of muscle carry out left-right situs with the reinforcing bar in corresponding end constructional column, and the end of two lengths of rebar is bent
It is anchored in constructional column；
S3 is waited after the completion of building by laying bricks or stones, and template is served as into closed chamber using the part of precast concrete stick end notches both sides
Pea gravel concreten is poured, closed chamber is filled, so far completes the work progress of one layer of reinforcement connection structure.
A kind of brick setting, it is characterised in that：It is whole to build one or more layers above-mentioned raising brick setting by laying bricks or stones in brick setting
The reinforcement connection structure of property.
The invention has the advantages and positive effects that：
1, connection structure proposed by the present invention of reinforcing connects the mutual of reinforcing bar by what is stretched out outside precast concrete both ends
Overlap joint occlusion adds prefabricated shearing-resistance blocks overlapping to maintain the continuity of reinforcing bar horizontal force at occlusion, improves reinforcement and connects
Structural integrity is connect, to enhance the shearing strength for reinforcing connection structure, when being cracked on masonry, crack occurrence to reinforcement
Where connection structure when layer, effectively crackle can be inhibited further to expand；It will be close to constructional column side the second precast concrete item
On block it is overhanging go out lengths of rebar end bending anchor in constructional column, further improve the globality of brick setting.
2, the construction method of this reinforcement connection structure, it is first prefabricated mixed in several the second precast concrete sticks and two
After solidifying soil stick is built by laying bricks or stones, template is served as with the part of precast concrete stick end notches both sides, carries out pouring for pea gravel concreten
It builds, has the advantages that construction is simple is feasible.
3, this brick masonry structure builds one or more layers above-mentioned reinforcement connection structure by laying bricks or stones by interior, is greatly improved brick
The globality and splitting resistance of body.
Description of the drawings
Fig. 1 is the planar structure schematic diagram that the present invention reinforces connection structure；
Fig. 2 is the structural schematic diagram of brick setting of the present invention；
Fig. 3 is the planar structure schematic diagram of the first precast concrete stick of the invention；
Fig. 4 is the dimensional structure diagram of the first precast concrete stick of the invention；
Fig. 5 is the planar structure schematic diagram of the second precast concrete stick of the invention；
Fig. 6 is the dimensional structure diagram of the second precast concrete stick of the invention；
Fig. 7 is the dimensional structure diagram of the prefabricated shearing-resistance blocks of the present invention.
In figure：1, brick setting；1-1, common building block；1-2, constructional column；1-3, the first precast concrete stick；1-3-1,
One pays concrete fin block main body in advance；1-3-2, the first connection reinforcing bar；1-3-3, the first stirrup；1-3-4, first longitudinal direction steel wire；1-
4, the second precast concrete stick；1-4-1, the second precast concrete block main body；1-4-2, the second connection reinforcing bar；1-4-3,
Two stirrups；1-4-4, second longitudinal direction steel wire；1-5, prefabricated shearing-resistance blocks；1-5-1, metal reinforce web frame；1-5-1a, outer bending
Portion；1-6, pea gravel concreten obturator.
Specific implementation mode
In order to further understand the content, features and effects of the present invention, the following examples are hereby given, and coordinate attached drawing
Detailed description are as follows：
A kind of reinforcement connection structure improving brick setting globality, refers to Fig. 1-7, innovative point is：The reinforcement connects
Binding structure is mainly made of three kinds of components：First precast concrete stick 1-3, the second precast concrete stick 1-4 and prefabricated anti-
Block 1-5, the main body of the first precast concrete stick and the main body of the second precast concrete block are wide with common building block uniform thickness,
Prefabricated shearing-resistance blocks are cylindrical-shaped structure.
The main body of above-mentioned first precast concrete stick is the flat block structure that both ends are each provided with a notch, and notch is excellent
The square breach described in attached drawing are selected, the first connection reinforcing bar 1-3-2 is formulated on the first precast concrete block main body 1-3-1,
The both ends of first connection reinforcing bar are stretched out in semi-annular shape and respectively from the both ends indentation, there of the first precast concrete block main body.
The main body of above-mentioned second precast concrete stick is that flat block structure jaggy is arranged in one end, and notch also synchronizes
It is preferred that use square breach, it is formulated with the second connection reinforcing bar 1-4-2 on the second precast concrete block main body 1-4-1, second
The one end for connecting reinforcing bar is in semi-annular shape and one end stretching of notch is arranged from the second precast concrete block main body, and second
Connect reinforcing bar the other end be two lengths of rebar constitute open end and from the second precast concrete block main body with setting notch
The opposite other end stretches out.
Above-mentioned reinforcement connection structure is by being arranged in several intermediate the first precast concrete sticks and being arranged at both ends
Two the second precast concrete sticks transversely connect and compose, and form a skin of masonry, two adjacent precast concrete sticks
End docks to form uniform closed chamber, and the two semi-annular shape ends for being correspondingly connected with reinforcing bar form overlap joint up and down in closed chamber,
Overlapping part is fitted with the prefabricated shearing-resistance blocks, and pea gravel concreten obturator 1-6 has been poured in closed chamber.The second of both ends
The open end of second connection reinforcing bar of precast concrete stick is buried in such a way that the end of two lengths of rebar is in bending respectively builds in two
In the constructional column at end.It is formed for the two semi-annular shape ends for being correspondingly connected with reinforcing bar in the above-mentioned closed chamber of realization and is overlapped up and down, two kinds
Two external parts for being correspondingly connected with reinforcing bar on precast concrete stick, especially the first precast concrete stick will ensure certain
Difference in height in the same plane, is applied in this way, after just can guarantee that multiple precast concrete sticks are transversely built by laying bricks or stones with facilitating to build by laying bricks or stones
Work.
Above-mentioned first connection reinforcing bar is further preferably in integrally long circular, i.e., the first connection reinforcing bar is oval cricoid closes
Close bar construction.
It is each equipped in above-mentioned first precast concrete block main body and in above-mentioned second precast concrete block main body
Stirrup and longitudinal steel wire, stirrup and longitudinal steel wire are linked together, and are formed framework of steel reinforcement structure, are enhanced precast concrete stick
Shear behavior is conducive to improve the globality of brick setting.The above-mentioned stirrup being formulated in the first precast concrete main body and longitudinal steel
Silk is respectively the first stirrup 1-3-3 and first longitudinal direction steel wire 1-3-4, is formulated in stirrup in the second precast concrete main body and vertical
It is respectively the second stirrup 1-4-3 and second longitudinal direction steel wire 1-4-4 to steel wire.
Above-mentioned prefabricated shearing-resistance blocks are precast concrete shearing resistance block structure, are formulated in cylinder in precast concrete shearing-resistance blocks
The metal of shape reinforces web frame 1-5-1, and the lower end that metal reinforces web frame is provided with outer bending part 1-5-1a, and outer bending part plays
Enhance the effect of anchoring.This prefabricated shearing resistance block structure improves the shear resistance of precast concrete stick connection.
A kind of construction method for the reinforcement connection structure improving brick setting globality, innovative point are：Reinforce connection structure
Using the above structure, construction procedure is：
S1 first spreads one layer of bed load slurry before building by laying bricks or stones in one layer of common brick layer of selection；
S2 is after bed load slurry is completed, and according to brick setting width, selects several the first precast concrete sticks and two the
Two precast concrete sticks, according to the fissure of displacement overlapped mode, by several first precast concretes build by laying bricks or stones successively in centre position,
Two the second precast concrete sticks are built by laying bricks or stones respectively in end positions；When building by laying bricks or stones, the end of adjacent two precast concretes stick
Docking forms closed chamber, and the semi-annular shape end that two in same closed chamber are correspondingly connected with reinforcing bar will form overlap joint up and down,
Overlapped, prefabricated shearing-resistance blocks are inserted at position, are connected with being formed；On the second precast concrete stick at both ends
Reinforcing bar in two lengths of rebar and the corresponding end constructional column of the open end of two connection reinforcing bars carries out left-right situs, and by two lengths of rebar
End bending is anchored in constructional column.Closely knit, building block and precast concrete stick are contacted note that must assure that in building process
Want smooth vertical and horizontal, mortar is full.
S3 is waited after the completion of building by laying bricks or stones, and template is served as into closed chamber using the part of precast concrete stick end notches both sides
Pea gravel concreten is poured, closed chamber is filled, so far completes the work progress of one layer of reinforcement connection structure.
A kind of brick setting, innovative point are：Build one or more layers above-mentioned reinforcement connection structure by laying bricks or stones in brick setting 1.
Brick setting other parts it is identical as existing brick masonry structure, i.e., brick setting main part is taken by common building block 1-1 according to the fissure of displacement
The mode connect is built by laying bricks or stones, and the both ends of brick setting main part have been the constructional column 1-2 of booster action.
The reinforcement connection structure overall structure of the present invention is simple, is mainly used for general industry Civil structure and has antidetonation
It is required that building structure in.
The foregoing is only a preferred embodiment of the present invention, however it is not limited to the present invention, for those skilled in the art
For member, the present invention can have any change or variation.All any modifications within the spirit and principle of invention, made, etc.
Valence is replaced, and is improved, be should be included within invention protection domain.
Claims (5)
1. a kind of reinforcement connection structure improving brick setting globality, it is characterised in that：Including the first precast concrete stick,
Two precast concrete sticks and prefabricated shearing-resistance blocks；The main body of the main body and the second precast concrete block of first precast concrete stick
Wide with common building block uniform thickness, prefabricated shearing-resistance blocks are cylindrical-shaped structure；
The main body of first precast concrete stick is the flat block structure that both ends are each provided with a notch, in the first concrete
It is formulated with the first connection reinforcing bar in native block main body, the both ends of the first connection reinforcing bar are in semi-annular shape and prefabricated from first respectively
The both ends indentation, there of concrete fin block main body is stretched out；
The main body of second precast concrete stick is that flat block structure jaggy is arranged in one end, in the second precast concrete item
It is formulated with the second connection reinforcing bar in block main body, one end of the second connection reinforcing bar is in semi-annular shape and from the second precast concrete item
One end that notch is arranged in block main body is stretched out, and the other end of the second connection reinforcing bar is the open end that two lengths of rebar are constituted and from the
The other end opposite with setting notch stretches out in two precast concrete block main bodies；
The connection structure of reinforcing is by being arranged in several intermediate the first precast concrete sticks and two at both ends being arranged
Second precast concrete stick transversely connects and composes, and forms a skin of masonry, two adjacent precast concrete stick ends
Docking is respectively formed a closed chamber, and the two semi-annular shape ends for being correspondingly connected with reinforcing bar form overlap joint up and down in closed chamber, are overlapping
Position is fitted with the prefabricated shearing-resistance blocks, and pea gravel concreten obturator has been poured in closed chamber；The second of both ends is prefabricated mixed
The structure built in both ends is buried in such a way that the end of two lengths of rebar is in bending in the open end of second connection reinforcing bar of solidifying soil stick respectively
It makes in column.
2. the reinforcement connection structure according to claim 1 for improving brick setting globality, it is characterised in that：First connection steel
Muscle is in integrally long circular.
3. the reinforcement connection structure according to claim 1 for improving brick setting globality, it is characterised in that：It is prefabricated first
Stirrup and longitudinal steel wire, stirrup and longitudinal steel are each equipped in concrete fin block main body and in the second precast concrete block main body
Silk is linked together, and forms framework of steel reinforcement structure.
4. a kind of construction method for the reinforcement connection structure improving brick setting globality, which is characterized in that reinforce connection structure and adopt
With the reinforcement connection structure of any raising brick setting globalities of claim 1-3, construction procedure is：
S1 first spreads one layer of bed load slurry before building by laying bricks or stones in one layer of common brick layer of selection；
S2 is after bed load slurry is completed, by several the first precast concrete sticks and positioned at two second precast concretes at both ends
Overlapped that mode is built by laying bricks or stones according to the fissure of displacement for stick；When building by laying bricks or stones, the end of adjacent two precast concretes stick, which docks to be formed, to be closed
Chamber is closed, two in the same closed chamber semi-annular shape ends for being correspondingly connected with reinforcing bar will form overlap joint up and down, in overlapped portion
Prefabricated shearing-resistance blocks are inserted into position, are connected with being formed；By the second connection reinforcing bar on the second precast concrete stick at both ends
Two lengths of rebar of open end carry out left-right situs with the reinforcing bar in corresponding end constructional column, and the end of two lengths of rebar is bent and is anchored
In constructional column；
S3 waits after the completion of building by laying bricks or stones, and serving as template into closed chamber using the part of precast concrete stick end notches both sides pours
Pea gravel concreten is filled closed chamber, so far completes the work progress of one layer of reinforcement connection structure.
5. a kind of brick setting, it is characterised in that：Any described one or more layers of the requirement 1-3 that has the right is built by laying bricks or stones in brick setting to carry
The reinforcement connection structure of high brick setting globality.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810144740.0A CN108412080A (en) | 2018-02-12 | 2018-02-12 | Improve reinforcement connection structure, its construction method and the brick setting of brick setting globality |
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| CN201810144740.0A CN108412080A (en) | 2018-02-12 | 2018-02-12 | Improve reinforcement connection structure, its construction method and the brick setting of brick setting globality |
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| CN110763822A (en) * | 2019-10-31 | 2020-02-07 | 江苏科技大学 | Experimental method and experimental device for recycling solidified dredged soil of river channel |
| CN111794554A (en) * | 2020-08-06 | 2020-10-20 | 天津城建大学 | Novel brick masonry wall reinforcing technology |
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Application publication date: 20180817 |