CN107268834A - Without construction column combination hollow out plain brick wall and its construction method - Google Patents
Without construction column combination hollow out plain brick wall and its construction method Download PDFInfo
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- CN107268834A CN107268834A CN201710676247.9A CN201710676247A CN107268834A CN 107268834 A CN107268834 A CN 107268834A CN 201710676247 A CN201710676247 A CN 201710676247A CN 107268834 A CN107268834 A CN 107268834A
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- stone
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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
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
- E04B2/48—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by filling material with or without reinforcements in small channels in, or in grooves between, the elements
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Finishing Walls (AREA)
Abstract
The invention discloses one kind without construction column combination hollow out plain brick wall and its construction method, including splice rock layer, concrete hollow block layer and the reinforcing bar between two layers of girder construction up and down, rock layer and alternate splicing above and below concrete hollow block layer；The rock layer is made up of the first stone and the second stone, first stone is located at wall both sides and mutually fixed with the pillars of a house, second stone is located between two piece of first stone of wall both sides, between first stone and the second stone, there is gap, and equidistantly arranged distribution between adjacent two piece of second stone；The concrete hollow block layer is laterally connected by polylith concrete hollow block to be constituted, and the concrete hollow block positioned at outermost both sides is mutually fixed with the pillars of a house；The top of every reinforcing bar is mutually fixed with upper strata girder construction, and bottom is mutually fixed with lower floor girder construction, middle part series connection rock layer and concrete hollow block layer.Wall of the present invention can guarantee that the steadiness of wall again without constructional column, overall appearance, and working procedure is simple.
Description
Technical field
The invention belongs to construction engineering technical field, and in particular to one kind is without construction column combination hollow out plain brick wall and its applies
Work method.
Background technology
It is general using the appropriate site setting steel in the masonry in house to improve the anti-seismic performance of tier building masonry structure
Reinforced concrete post is simultaneously connected with collar tie beam, and the common stability for strengthening building, this reinforced column is generally thus referred to as structure
Make post.The stability of hollow out plain brick wall is poor, but because wall moulding reason can not set constructional column in wall, using construction
Post can influence the overall appearance of wall, and construction process is cumbersome.
Green stone is that a kind of most wide grey generated in extra large lake basin or canescence sedimentary rock are distributed in the earth's crust, is carbonate
Most important composition rock in rock.Green stone, which is easy to split, is made the little thin plate of area, is usually used in ground in gardens, roofing in the past
Watt etc..Because of its primitive simplicity and nature, local wall decoration is used it in some interior decorations, the effect of regress into nature is rather well received.
Bluestone board quality is closely knit, and intensity is medium, it is easy to process, and can be cut into thin plate or bar shaped material using simple process chisel, be preferably to build
Build ornament materials.
The content of the invention
It is an object of the invention to for above mentioned problem of the prior art there is provided one kind without construction column combination hollow out clear water
Brick wall and its construction method, wall can guarantee that the steadiness of wall, and build working procedure again without constructional column, overall appearance
Simply.
For achieving the above object, present invention employs following technical scheme：
It is a kind of without construction column combination hollow out plain brick wall, including splice rock layer between two layers of girder construction up and down, it is mixed
Solidifying soil building-block layer and reinforcing bar, rock layer and alternate splicing above and below concrete hollow block layer；The rock layer is by the first stone
Block and the second stone composition, the first stone are located at wall both sides and mutually fixed with the pillars of a house, and the second stone is located at the two of wall both sides
Between the stone of block first, there is gap between the first stone and the second stone, between adjacent two piece of second stone, and equidistantly
Arranged distribution；First stone and the second stone are cube, and the middle part of the second stone vertically offers through hole；The concrete
Building-block layer is laterally connected by polylith concrete hollow block to be constituted, concrete hollow block and the pillars of a house positioned at outermost both sides
It is mutually fixed；Concrete hollow block is cube, and its both sides offers the semi-circular recesses of vertically insertion, adjacent concrete
Semi-circular recesses correspondence between building-block constitutes a circular hole；It is arranged in inside same vertical through hole and circular hole and is fixed with
Reinforcing bar, the top of every reinforcing bar is mutually fixed with upper strata girder construction, and bottom is mutually fixed with lower floor girder construction.
The length of above-mentioned first stone is the half of the second stone.
The length of above-mentioned first stone and the second stone is respectively less than the length of concrete hollow block.
Above-mentioned through hole top is shaped as inverted round stage, and bottom is shaped as cylinder.
The metope that is axially perpendicular to of the center hole of above-mentioned concrete hollow block is set.
Above-mentioned first stone and the second stone are made by green stone.
The bottom and top of above-mentioned wall are rock layer.
The construction method without construction column combination hollow out plain brick wall described in any of the above-described, comprises the following steps：
First, according to design drawing and job site actual conditions, determine that the first stone, the second stone, concrete hollow are built
The size and number of block, reinforcing bar；
2nd, the installation site of reinforcing bar is calculated at the beam bottom of upper strata girder construction and the beam face of lower floor's girder construction respectively, unwrapping wire is fixed
Position drilling；First paragraph reinforcing bar is implanted into the beam face drilling of lower floor's girder construction；Rock layer is built by laying bricks or stones in orlop, toward the second stone
Middle sand mortar is filled up in through hole, then concrete hollow block layer is built by laying bricks or stones in the second layer, toward between adjacent concrete building-block
Circular hole in fill up middle sand mortar, and daub into mortar joint outer surface fine sand mortar and carry out jointing；Cycle alternation build by laying bricks or stones rock layer and
Concrete hollow block layer, until there is the room of one group of rock layer and concrete hollow block layer height apart from upper strata girder construction；
When the length of first paragraph reinforcing bar falls short of, in first paragraph reinforcing bar reinforcing bar upper end butt welding second segment reinforcing bar；
3rd, rock layer is built by laying bricks or stones in the superiors of wall, the beam subdrilling hole of girder construction is implanted into the 3rd section of reinforcing bar on upper strata, will
The lower end of 3rd section of reinforcing bar and the upper end butt welding of second segment reinforcing bar；The rock layer of the superiors is lifted, and fills in coagulation thereunder
Native building-block layer, then uses cement mortar stuff up a crack, toward the through hole of the superiors' rock layer in fill up middle sand mortar, finally hooked
Seam cleaning and maintenance.
The method for daubing into the progress jointing of fine sand mortar in above-mentioned steps two in mortar joint outer surface comprises the following steps：In mortar joint
Outer surface is daubed into after fine sand mortar, sketches the contours of the blank of mortar joint；After fine sand mortar surface tentatively receives water, carry out second and hook
Seam；When fine sand mortar will be done, third time jointing is carried out.
Compared to prior art, advantage of the invention is that：
It is a kind of without construction column combination hollow out plain brick wall and its construction method that the present invention is provided, and rock layer and concrete are empty
Heart building block layer is connected with reinforcing bar, and view picture wall need not set constructional column, and not only speed of application is fast, and be can guarantee that the bearing capacity of wall and resisted
Deformability, inner surface is built by laying bricks or stones neatly, and outer surface is uneven, handsome in appearance；Uniformly arranged with order with modular element
Row form succinct surface, allow the scale of construction of building to tend to be pure, make rock layer and the concrete hollow block layer combination tool assembled
There is abundant skin texture, while sunlight is incident upon on the wall of indoor verandas through hollow space, form regular shadow changing；Wall
The penetrating of body also allows indoor and outdoor organically to merge, and can also form natural wind in corridor indoors while increase daylighting, reduce energy
Consumption.
Brief description of the drawings
Fig. 1 is structure chart of the present invention without construction column combination hollow out plain brick wall.
Fig. 2 is the structure chart of the second stone in Fig. 1.
Fig. 3 is the sectional view after the second stone insertion reinforcing bar in Fig. 1.
Fig. 4 is the structure chart of concrete hollow block in Fig. 1.
Fig. 5 is to be implanted into the schematic diagram of first paragraph reinforcing bar in the beam face of lower floor's girder construction.
Fig. 6 is the schematic diagram for building rock layer and concrete hollow block layer by laying bricks or stones.
Fig. 7 is to be implanted into the schematic diagram of the 3rd section of reinforcing bar at the beam bottom of upper strata girder construction.
Fig. 8 is the schematic diagram for building the superiors' rock layer and concrete hollow block layer by laying bricks or stones.
Reference：1. rock layer, 11. first stones, 12. second stones, the concrete hollow block of through hole 121,2. layer,
21. concrete hollow block, 211. semi-circular recesses, 3. reinforcing bars, 31. first paragraph reinforcing bars, 32. second segment reinforcing bars, 33. the 3rd sections
Reinforcing bar, 4. lower floor's girder constructions, 5. upper strata girder constructions, 6. pillars of a house.
Embodiment
With reference to embodiments and its accompanying drawing is further non-limitingly described in detail to technical solution of the present invention.
As shown in Figures 1 to 4, it is a kind of without construction column combination hollow out plain brick wall, including splice two layers girder construction up and down it
Between rock layer 1, concrete hollow block layer 2 and reinforcing bar 3, rock layer 1 and concrete hollow block about 2 alternate splicing of layer,
Be followed successively by from the bottom to top " rock layer-concrete hollow block layer-rock layer-concrete hollow block layer-...-stone
Putting in order for layer " is spliced to form, and the bottom and top of wall are rock layer 1.
Rock layer 1 is made up of the first stone 11 and the second stone 12, the first stone 11 be located at wall both sides and with the phase of the pillars of a house 6
Fixed, the second stone 12 is located between two piece of first stone 11 of wall both sides, between the first stone 11 and the second stone 12, phase
There is gap, and equidistantly arranged distribution between adjacent two piece of second stone 12；First stone and the second stone are cube, and
It is made by green stone, outer surface bumps are straggly, the length, width and height of the first stone are respectively 125mm, 120mm and 96mm, the second stone
Length, width and height be respectively 250mm, 120mm and 96mm, the length of the first stone is the half of the second stone, and need not open up through hole
Or groove；The middle part of second stone vertically offers through hole 121；Through hole top is shaped as inverted round stage, and the inverted round stage is a height of
20mm, a diameter of 40mm of upper bottom surface, a diameter of 25mm of bottom surface；Through hole bottom is shaped as cylinder, and the cylinder is a height of
76mm, basal diameter is 25mm；Through hole is used to seal in reinforcing bar 3, and is easy to seal in slip casting stuff up a crack in the hole after reinforcing bar.
Concrete hollow block layer 2 is laterally connected by polylith concrete hollow block 21 to be constituted, positioned at the mixed of outermost both sides
Solidifying soil building-block 21 is mutually fixed with the pillars of a house 6；Concrete hollow block is that length, width and height are 442mm, 150mm and 150mm respectively
Cube, and its both sides offers the semicircle between the semi-circular recesses 211 of vertically insertion, adjacent concrete building-block
Groove correspondence constitutes a circular hole, a diameter of 25mm of circular hole, the front and rear two sides of the circle center distance concrete hollow block of circular hole
Respectively 60mm and 90mm, for being engaged reinforcing bar 3；The metope that is axially perpendicular to of the center hole 212 of concrete hollow block is set
Put；The length of first stone 11 and the second stone 12 is respectively less than the length of concrete hollow block 21, and the length of the second stone is small
In concrete hollow block 30mm；Be arranged in inside same vertical through hole and circular hole and be fixed with reinforcing bar 3, reinforcing bar it is a diameter of
10mm, the top of every reinforcing bar is mutually fixed with upper strata girder construction 5, and bottom is mutually fixed with lower floor girder construction 4, middle part series connection stone
Block layer 1 and concrete hollow block layer 2, reinforcing bar sectional butt welding, which connects, to be formed.
Second stone and concrete hollow block may be configured as square or cuboid according to design needs.
As shown in Fig. 1 and Fig. 5 to 8, the above-mentioned construction method without construction column combination hollow out plain brick wall, including following step
Suddenly：
First, according to design drawing and job site actual conditions, determine that the first stone 11, the second stone 12, concrete are empty
Heart building block 21, the size and number of reinforcing bar 3；
2nd, the installation site of reinforcing bar, unwrapping wire are calculated at the beam bottom 5 of upper strata girder construction and the beam face of lower floor's girder construction 4 respectively
Positioning drilling；First paragraph reinforcing bar 31 is implanted into the beam face drilling of lower floor's girder construction 4；Rock layer 1 is built by laying bricks or stones in orlop, toward second
Middle sand mortar is filled up in the through hole of stone, then concrete hollow block layer 2 is built by laying bricks or stones in the second layer, toward adjacent concrete hollow building
Middle sand mortar is filled up in circular hole between block, and fine sand mortar is daubed into seam outer surface and carries out jointing；Cycle alternation builds stone by laying bricks or stones
Layer and concrete hollow block layer, and the perpendicularity to wall is checked and adjusted at any time, until having apart from upper strata girder construction
The room of one group of rock layer and concrete hollow block layer height；When the length of first paragraph reinforcing bar 31 falls short of, in first paragraph
Reinforcing bar reinforcing bar upper end butt welding second segment reinforcing bar 32；
The method that the progress jointing of fine sand mortar is daubed into mortar joint outer surface comprises the following steps：Daubed into carefully in mortar joint outer surface
After sand mortar, the blank of mortar joint is sketched the contours of；After 1 hour, treat that fine sand mortar surface tentatively receives water, carry out second of jointing；1.5 it is small
Shi Hou, when fine sand mortar will be dried, carries out third time jointing.
3rd, rock layer is built by laying bricks or stones in the superiors of wall, the beam subdrilling hole of girder construction is implanted into the 3rd section of reinforcing bar 33 on upper strata,
By the upper end butt welding of the lower end of the 3rd section of reinforcing bar and second segment reinforcing bar；The rock layer 1 of the superiors is lifted, and is filled in thereunder mixed
Solidifying soil building-block 21 builds concrete hollow block layer 2 by laying bricks or stones, cement mortar stuff up a crack is then used, from the through hole of the rock layer of the superiors
Slip casting, finally carries out jointing cleaning and maintenance.
Gray seam thickness is 8mm, and middle sand mortar is empty for building rock layer and concrete by laying bricks or stones using the larger middle sand mixing of particle diameter
Heart building block layer, middle sand mortar strength grade is M10；Fine sand mortar uses the less fine sand mixing of particle diameter, for daubing into seam appearance
Jointing is carried out behind face, strengthens mortar joint texture.
Because wall moulding reason can not set constructional column in wall, reinforcing bar is vertically being connected by rock layer and concrete hollow
Building block layer is connected, while reinforcing bar is hidden among wall, forms many hiding constructional columns, it is ensured that the monolithic stability of wall
Property.
The rock layer of the present invention is drawn materials using green stone and facilitated, and can be coordinated with the mountain of surrounding, and had more as modern building
High-level, while the size and surface perception of concrete hollow block require also very high, surface must be the original of concrete compaction
Slurry, just as mirror surface concrete.
It is pointed out that the technical concepts and features of above-described embodiment only to illustrate the invention, ripe its object is to allow
Present disclosure can be understood and implement according to this by knowing the personage of technique, and the protection model of the present invention can not be limited with this
Enclose.Any equivalent change or modification in accordance with the spirit of the invention, should all be included within the scope of the present invention.
Claims (9)
1. it is a kind of without construction column combination hollow out plain brick wall, it is characterised in that：Including splicing between two layers of girder construction up and down
Rock layer, concrete hollow block layer and reinforcing bar, rock layer and alternate splicing above and below concrete hollow block layer；The rock layer
It is made up of the first stone and the second stone, the first stone is located at wall both sides and mutually fixed with the pillars of a house, and the second stone is located at wall
Between two piece of first stone of both sides, there is gap between the first stone and the second stone, between adjacent two piece of second stone,
And equidistant arranged distribution；First stone and the second stone are cube, and the middle part of the second stone vertically offers through hole；Institute
State concrete hollow block layer by polylith concrete hollow block laterally to be connected and constitute, the concrete hollow positioned at outermost both sides is built
Block is mutually fixed with the pillars of a house；Concrete hollow block is cube, and its both sides offers the semi-circular recesses of vertically insertion, phase
Semi-circular recesses correspondence between adjacent concrete hollow block constitutes a circular hole；It is arranged in same vertical through hole and circular hole
Portion is fixed with reinforcing bar, and the top of every reinforcing bar is mutually fixed with upper strata girder construction, and bottom is mutually fixed with lower floor girder construction.
2. it is according to claim 1 without construction column combination hollow out plain brick wall, it is characterised in that：The length of first stone
Spend for the half of the second stone.
3. it is according to claim 1 without construction column combination hollow out plain brick wall, it is characterised in that：First stone and
The length of two stones is respectively less than the length of concrete hollow block.
4. it is according to claim 1 without construction column combination hollow out plain brick wall, it is characterised in that：The shape on the through hole top
Shape is inverted round stage, and bottom is shaped as cylinder.
5. it is according to claim 1 without construction column combination hollow out plain brick wall, it is characterised in that：The concrete hollow is built
The metope that is axially perpendicular to of the center hole of block is set.
6. it is according to claim 1 without construction column combination hollow out plain brick wall, it is characterised in that：First stone and
Two stones are made by green stone.
7. it is according to claim 1 without construction column combination hollow out plain brick wall, it is characterised in that：The bottom of the wall
It is rock layer with top.
8. the construction method without construction column combination hollow out plain brick wall any one of a kind of claim 1 to 7, its feature
It is to comprise the following steps：
First, according to design drawing and job site actual conditions, the first stone, the second stone, concrete hollow block, steel are determined
The size and number of muscle；
2nd, the installation site of reinforcing bar, unwrapping wire spitting drill are calculated at the beam bottom of upper strata girder construction and the beam face of lower floor's girder construction respectively
Hole；First paragraph reinforcing bar is implanted into the beam face drilling of lower floor's girder construction；Rock layer is built by laying bricks or stones in orlop, toward the through hole of the second stone
In fill up middle sand mortar, then the second layer build by laying bricks or stones concrete hollow block layer, the circle toward between adjacent concrete building-block
Middle sand mortar is filled up in hole, and fine sand mortar is daubed into mortar joint outer surface and carries out jointing；Cycle alternation builds rock layer and coagulation by laying bricks or stones
Native building-block layer, until there is the room of one group of rock layer and concrete hollow block layer height apart from upper strata girder construction；When
When the length of one section of reinforcing bar falls short of, in first paragraph reinforcing bar reinforcing bar upper end butt welding second segment reinforcing bar；
3rd, rock layer is built by laying bricks or stones in the superiors of wall, the beam subdrilling hole of girder construction is implanted into the 3rd section of reinforcing bar on upper strata, by the 3rd
The lower end of section reinforcing bar and the upper end butt welding of second segment reinforcing bar；The rock layer of the superiors is lifted, and it is empty to fill in concrete thereunder
Heart building block layer, then uses cement mortar stuff up a crack, toward the through hole of the superiors' rock layer in fill up middle sand mortar, finally carry out jointing it is clear
Reason and maintenance.
9. construction method according to claim 8, it is characterised in that daub into fine sand in mortar joint outer surface in the step 2
The method that mortar carries out jointing comprises the following steps：After daubing into fine sand mortar in mortar joint outer surface, the blank of mortar joint is sketched the contours of；Treat
Fine sand mortar surface is tentatively received after water, carries out second of jointing；When fine sand mortar will be done, third time jointing is carried out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710676247.9A CN107268834B (en) | 2017-08-09 | 2017-08-09 | Constructional column-free combined hollow-out bare brick wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710676247.9A CN107268834B (en) | 2017-08-09 | 2017-08-09 | Constructional column-free combined hollow-out bare brick wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
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| CN107268834A true CN107268834A (en) | 2017-10-20 |
| CN107268834B CN107268834B (en) | 2023-03-31 |
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Cited By (8)
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| CN108385867A (en) * | 2018-04-25 | 2018-08-10 | 惠州市水电建筑工程有限公司 | Parados after a kind of reusable hydraulic test of pipeline |
| CN108661202A (en) * | 2018-06-20 | 2018-10-16 | 安徽水安建设集团股份有限公司 | A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method |
| CN110439139A (en) * | 2019-07-24 | 2019-11-12 | 上海市建筑装饰工程集团有限公司 | A kind of modular decorating wall structure of artistic hollowed-out of imitative historical building common brick effect |
| CN110468992A (en) * | 2019-07-24 | 2019-11-19 | 上海市建筑装饰工程集团有限公司 | A kind of imitative historical building artistic decoration hollow out common brick wall body structure |
| CN110541493A (en) * | 2019-07-24 | 2019-12-06 | 上海市建筑装饰工程集团有限公司 | Regeneration technology of artistic decoration hollowed-out wall body imitating red brick effect of historic building |
| CN110748034A (en) * | 2019-09-24 | 2020-02-04 | 永威置业集团有限公司 | Hollow wall construction process |
| CN112376911A (en) * | 2020-10-19 | 2021-02-19 | 广东轻工职业技术学院 | Brick wall building process |
| CN115773006A (en) * | 2022-12-09 | 2023-03-10 | 中建八局发展建设有限公司 | Construction method of hollow stone masonry wall without constructional columns |
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