CN107268834B - Constructional column-free combined hollow-out bare brick wall and construction method thereof - Google Patents
Constructional column-free combined hollow-out bare brick wall and construction method thereof Download PDFInfo
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- CN107268834B CN107268834B CN201710676247.9A CN201710676247A CN107268834B CN 107268834 B CN107268834 B CN 107268834B CN 201710676247 A CN201710676247 A CN 201710676247A CN 107268834 B CN107268834 B CN 107268834B
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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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Abstract
The invention discloses a constructional column-free combined hollow-out bare brick wall and a construction method thereof, wherein the construction method comprises a stone layer, a concrete hollow block layer and a steel bar which are spliced between an upper beam structure and a lower beam structure, wherein the stone layer and the concrete hollow block layer are spliced at intervals up and down; the stone layer consists of first stones and second stones, the first stones are arranged on two sides of the wall body and fixed with the room columns, the second stones are arranged between the two first stones on two sides of the wall body, gaps are formed between the first stones and the second stones and between the two adjacent second stones, and the first stones and the second stones are arranged at equal intervals; the concrete hollow block layer is formed by transversely connecting a plurality of concrete hollow blocks, and the concrete hollow blocks positioned at the outermost two sides are fixed with the room columns; the top of every reinforcing bar all is fixed mutually with upper beam structure, and the bottom all is fixed mutually with lower floor's beam structure, and middle part series connection stone piece layer and hollow building block layer of concrete. The wall body of the invention has no constructional column, is beautiful as a whole, can ensure the stability of the wall body, and has simple construction process.
Description
Technical Field
The invention belongs to the technical field of constructional engineering, and particularly relates to a constructional column-free combined hollow-out brick wall and a construction method thereof.
Background
In order to improve the earthquake-resistant performance of the masonry structure of the multi-storey building, a reinforced concrete column is generally arranged at a proper position in the masonry of the building and connected with a ring beam to jointly enhance the stability of the building, and the reinforced concrete column is generally called as a constructional column. The stability ability of fretwork dry brick wall is relatively poor, nevertheless can't set up the constructional column in the wall because of the wall body molding reason, adopts the constructional column can influence the whole pleasing to the eye of wall body, and builds the process loaded down with trivial details.
The bluestone is a gray or grey-white sedimentary rock which is generated in a sea lake basin and is widely distributed in the crust, and is the most important component rock in carbonate rock. Bluestone is easily split into small-area sheets, which have been commonly used in gardens for floors, roof tiles, etc. Because of primitive simplicity and nature, the effect of returning to simplicity and reality is popular when the interior decoration is used for local wall decoration. The green stone plate has compact texture, moderate strength and easy processing, can be chiseled into thin plates or strip-shaped materials by adopting a simple process, and is an ideal building decoration material.
Disclosure of Invention
The invention aims to solve the problems in the prior art and provides a constructional column-free combined hollow-out brick wall and a construction method thereof.
In order to achieve the purpose, the invention adopts the following technical scheme:
a constructional column-free combined hollow-out dry brick wall comprises a stone block layer, a concrete hollow block layer and a steel bar which are spliced between an upper beam structure and a lower beam structure, wherein the stone block layer and the concrete hollow block layer are spliced at intervals up and down; the stone layer consists of first stones and second stones, the first stones are arranged on two sides of the wall body and fixed with the room columns, the second stones are arranged between the two first stones on two sides of the wall body, gaps are formed between the first stones and the second stones and between the two adjacent second stones, and the first stones and the second stones are arranged at equal intervals; the first stone block and the second stone block are both cubic bodies, and the middle part of the second stone block is vertically provided with a through hole; the concrete hollow block layer is formed by transversely connecting a plurality of concrete hollow blocks, and the concrete hollow blocks positioned at the outermost two sides are fixed with the room columns; the concrete hollow blocks are square, semicircular grooves which are vertically communicated are formed in the two sides of each concrete hollow block, and the semicircular grooves between the adjacent concrete hollow blocks correspondingly form a circular hole; arrange and be fixed with the reinforcing bar in same vertical through-hole and round hole inside, the top of every reinforcing bar all is fixed mutually with upper beam structure, and the bottom all is fixed mutually with lower floor's beam structure.
The length of the first stone block is half of that of the second stone block.
The length of the first stone block and the length of the second stone block are both smaller than the length of the concrete hollow building block.
The upper part of the through hole is in the shape of an inverted frustum, and the lower part of the through hole is in the shape of a cylinder.
The axial direction of the central hole of the concrete hollow block is perpendicular to the wall surface.
The first and second blocks are made of cordierite.
The bottommost layer and the topmost layer of the wall body are stone layers.
The construction method of the constructional column-free combined hollow-out plain brick wall comprises the following steps:
1. determining the sizes and the quantities of the first stone block, the second stone block, the concrete hollow block and the reinforcing steel bar according to a design drawing and actual conditions of a construction site;
2. respectively measuring and calculating the installation positions of the reinforcing steel bars on the beam bottom of the upper-layer beam structure and the beam surface of the lower-layer beam structure, and paying off, positioning and drilling; implanting a first section of steel bar into a beam surface drill hole of a lower-layer beam structure; filling medium sand mortar into the through hole of the second stone block in the lowest layer masonry stone block layer, then filling medium sand mortar into the circular hole between the adjacent concrete hollow blocks in the second layer masonry concrete hollow block layer, and plastering fine sand mortar on the outer surface of the mortar joint for jointing; building the stone block layers and the concrete hollow block layers in a circulating and alternating mode until a group of empty positions with the height of the stone block layers and the height of the concrete hollow block layers are arranged away from the upper-layer beam structure; when the length of the first section of steel bar is not long enough, butt welding a second section of steel bar at the upper end of the first section of steel bar;
3. building a stone block layer on the uppermost layer of the wall body, implanting a third section of steel bar into a beam bottom drill hole of an upper-layer beam structure, and butt-welding the lower end of the third section of steel bar with the upper end of the second section of steel bar; and lifting the uppermost stone layer, filling the concrete hollow block layer below the uppermost stone layer, filling cement mortar into the gap, filling medium sand mortar into the through hole of the uppermost stone layer, and finally performing joint pointing cleaning and maintenance.
In the second step, the method for plastering fine sand mortar on the outer surface of the mortar joint for jointing comprises the following steps: after fine sand mortar is smeared on the outer surface of the mortar joint, a blank of the mortar joint is outlined; after the surface of the fine sand mortar primarily receives water, performing secondary pointing; and (5) carrying out third pointing when the fine sand mortar is about to dry.
Compared with the prior art, the invention has the advantages that:
according to the constructional column-free combined hollowed-out bare brick wall and the construction method thereof, the stone block layers and the concrete hollow block layers are connected in series by the steel bars, the whole wall does not need to be provided with constructional columns, the construction speed is high, the bearing capacity and the deformation resistance of the wall body can be ensured, the inner surface is built orderly, the outer surface is concave and convex, and the appearance is attractive; the unit elements are uniformly arranged in order to form a simple surface, so that the volume of the building tends to be pure, the combination of the built stone block layer and the concrete hollow block layer has rich texture, and meanwhile, the sunlight is projected on the wall of an indoor corridor through the hollow space to form regular light and shadow changes; the penetrating of wall body also lets indoor outer organically merge, can also form natural wind in indoor corridor when increasing the daylighting, reduces the energy consumption.
Drawings
FIG. 1 is a structural diagram of the constructional column-free combined hollow-out brick wall for clear water of the invention.
Fig. 2 is a block diagram of the second stone block of fig. 1.
Fig. 3 is a cross-sectional view of the second stone block of fig. 1 after insertion of the reinforcing bars.
Fig. 4 is a structural view of the concrete hollow block of fig. 1.
Fig. 5 is a schematic view of implanting a first section of steel reinforcement at the beam face of the underlying beam structure.
Fig. 6 is a schematic view of a masonry stone block course and a concrete hollow block course.
Fig. 7 is a schematic view of a third section of reinforcing steel bar implanted into the bottom of the upper beam structure.
Fig. 8 is a schematic view of laying an uppermost stone layer and a concrete hollow block layer.
Reference numerals: 1. the concrete hollow building block comprises a stone block layer, 11 parts of first stone blocks, 12 parts of second stone blocks, through holes 121,2 parts of concrete hollow building block layers, 21 parts of concrete hollow building blocks, 211 parts of semicircular grooves, 3 parts of reinforcing steel bars, 31 parts of first reinforcing steel bars, 32 parts of second reinforcing steel bars, 33 parts of third reinforcing steel bars, 4 parts of lower-layer beam structures, 5 parts of upper-layer beam structures and 6 parts of house columns.
Detailed Description
The technical solution of the present invention is further described in non-limiting detail with reference to the following examples and the accompanying drawings.
As shown in figures 1 to 4, a no constructional column combination fretwork fair-faced brick wall, including concatenation stone layer 1 between two layers of beam structure from top to bottom, hollow building block layer 2 of concrete and reinforcing bar 3, alternately concatenation about stone layer 1 and the hollow building block layer 2 of concrete is by supreme range order concatenation constitution that is "stone layer-hollow building block layer of concrete-stone layer-hollow building block layer of concrete- … … -stone layer" in proper order down, the bottom and the top layer of wall body are stone layer 1.
The stone layer 1 comprises first stone blocks 11 and second stone blocks 12, the first stone blocks 11 are arranged on two sides of the wall body and fixed with the house column 6, the second stone blocks 12 are arranged between the two first stone blocks 11 on two sides of the wall body, gaps exist between the first stone blocks 11 and the second stone blocks 12 and between the two adjacent second stone blocks 12, and the first stone blocks and the second stone blocks are distributed at equal intervals; the first stone block and the second stone block are both cubic bodies and are made of bluestone, the outer surfaces of the first stone block and the second stone block are concave-convex and staggered, the length, the width and the height of the first stone block are respectively 125mm, 120mm and 96mm, the length, the width and the height of the second stone block are respectively 250mm, 120mm and 96mm, the length of the first stone block is half of that of the second stone block, and through holes or grooves do not need to be formed; the middle part of the second stone block is vertically provided with a through hole 121; the upper part of the through hole is in the shape of an inverted round table, the height of the inverted round table is 20mm, the diameter of the upper bottom surface is 40mm, and the diameter of the lower bottom surface is 25mm; the lower part of the through hole is in the shape of a cylinder, the height of the cylinder is 76mm, and the diameter of the bottom surface is 25mm; the through hole is used for stringing in the reinforcing steel bar 3, and is convenient for grouting in the hole after stringing in the reinforcing steel bar.
The concrete hollow block layer 2 is formed by horizontally connecting a plurality of concrete hollow blocks 21, and the concrete hollow blocks 21 positioned at the two outermost sides are fixed with the room columns 6; the concrete hollow blocks are square bodies with the length, width and height of 442mm, 150mm and 150mm respectively, semicircular grooves 211 which are vertically communicated are formed in the two sides of each concrete hollow block, the semicircular grooves between the adjacent concrete hollow blocks correspondingly form a circular hole, the diameter of the circular hole is 25mm, the distance between the circle center of the circular hole and the front surface and the back surface of each concrete hollow block is 60mm and 90mm respectively, and the circular hole is used for meshing the steel bars 3; the axial direction of the central hole 212 of the concrete hollow block is vertical to the wall surface; the lengths of the first stone block 11 and the second stone block 12 are both smaller than the length of the concrete hollow block 21, and the length of the second stone block is smaller than the length of the concrete hollow block by 30mm; arrange and be fixed with reinforcing bar 3 in same vertical through-hole and round hole inside, the diameter of reinforcing bar is 10mm, and the top of every reinforcing bar all is fixed mutually with upper beam structure 5, and the bottom all is fixed mutually with lower floor's beam structure 4, and middle part series connection stone block layer 1 and the hollow building block layer of concrete 2, but reinforcing bar segmentation butt welding meet and form.
The second stone and the concrete hollow building block can be set into a cube or a cuboid according to design requirements.
As shown in fig. 1 and fig. 5 to 8, the construction method of the constructional column-free combined hollow-out dry brick wall includes the following steps:
1. determining the sizes and the quantities of the first stone blocks 11, the second stone blocks 12, the concrete hollow blocks 21 and the steel bars 3 according to a design drawing and actual conditions of a construction site;
2. respectively measuring and calculating the installation positions of the reinforcing steel bars on the beam bottom 5 of the upper-layer beam structure and the beam surface of the lower-layer beam structure 4, and paying off, positioning and drilling; implanting a first section of steel bar 31 into a beam surface drill hole of the lower-layer beam structure 4; filling medium sand mortar into through holes of second stones in the lowest layer masonry stone layer 1, then filling medium sand mortar into round holes between adjacent concrete hollow blocks in the second layer masonry concrete hollow block layer 2, and plastering fine sand mortar on the outer surfaces of seams for jointing; building stone block layers and concrete hollow block layers in a circulating and alternating manner, and checking and adjusting the verticality of the wall body at any time until a group of stone block layers and a vacancy of the height of the concrete hollow block layer are formed at a distance from the upper beam structure; when the length of the first section of steel bar 31 is not long enough, butt welding a second section of steel bar 32 at the upper end of the first section of steel bar;
the method for plastering fine sand mortar on the outer surface of the mortar joint for jointing comprises the following steps: after fine sand mortar is smeared on the outer surface of the mortar joint, a blank of the mortar joint is outlined; after 1 hour, carrying out secondary pointing after the surface of the fine sand mortar primarily receives water; and after 1.5 hours, carrying out third pointing when the fine sand mortar is about to be dried.
3. Building a stone block layer on the uppermost layer of the wall body, implanting a third section of steel bar 33 into a beam bottom drilling hole of an upper-layer beam structure, and butt-welding the lower end of the third section of steel bar with the upper end of the second section of steel bar; and lifting the stone layer 1 on the uppermost layer, filling concrete hollow blocks 21 below the stone layer to build the concrete hollow block layer 2, then plugging seams with cement mortar, grouting from the through holes of the stone layer on the uppermost layer, and finally performing joint pointing cleaning and maintenance.
The mortar joint thickness is 8mm, the medium sand mortar is mixed by medium sand with larger grain diameter and is used for building a stone block layer and a concrete hollow building block layer, and the strength grade of the medium sand mortar is M10; the fine sand mortar is prepared by mixing fine sand with small particle size and is used for pointing after being smeared on the outer surface of a joint, so that the texture of the mortar joint is enhanced.
Because of the wall body molding reason can't set up the constructional column in the wall, establish ties stone layer and concrete hollow block layer at vertical connecting reinforcement, hide the reinforcing bar simultaneously among the wall body, form many and hide the constructional column, guaranteed the overall stability of wall body.
The stone layer of the invention adopts bluestone which is convenient to obtain materials, can coordinate with surrounding mountains, has higher level as a modern building, simultaneously has high requirements on the size and the surface appearance of the concrete hollow block, and the surface of the concrete hollow block is required to be the compact primary pulp of the concrete, just like mirror surface concrete.
It should be noted that the above-mentioned embodiments are merely illustrative of the technical concepts and features of the present invention, and are intended to enable those skilled in the art to understand the contents of the present invention and implement the present invention, and not to limit the scope of the present invention. All equivalent changes and modifications made according to the spirit of the present invention should be covered within the protection scope of the present invention.
Claims (7)
1. The utility model provides a no constructional column combination fretwork brick wall that clears water, its characterized in that: comprising a stone block spliced between an upper beam structure and a lower beam structure
The concrete hollow building block layer is spliced with the stone block layer at intervals; the stone layer is composed of
The first stone blocks are arranged on two sides of the wall body and fixed with the room columns, and the second stone blocks are arranged on two sides of the wall body
Between two first stones, all have the clearance between first stone and the second stone, between two adjacent second stones, and wait to live in the interval
Distance arrangement distribution; the first stone block and the second stone block are both square bodies, and the middle part of the second stone block is vertically provided with a through hole; the coagulation is carried out
The hollow concrete block layer is formed by connecting a plurality of hollow concrete blocks in the transverse direction, and the hollow concrete blocks positioned at the two outermost sides and the room columns
Fixing the two phases; the concrete hollow building block is a square body, the two sides of the concrete hollow building block are provided with semicircular grooves which are vertically communicated, and adjacent concrete hollow building blocks are adjacent
The semicircular grooves among the hollow building blocks correspondingly form a circular hole; steel is fixed in the through holes and the round holes which are arranged in the same vertical direction
The top of each steel bar is fixed with the upper-layer beam structure, and the bottom of each steel bar is fixed with the lower-layer beam structure; the first stone block and
the second stone blocks are all made of bluestone; the bottommost layer and the topmost layer of the wall body are stone layers.
2. The constructionless composite hollowed-out dry brick wall according to claim 1, characterized in that: length of the first stone block
Half of the second stone block.
3. The constructionless composite hollowed-out dry brick wall according to claim 1, characterized in that: the first and second stone blocks
The length of the stone blocks is smaller than that of the concrete hollow building blocks.
4. The constructionless composite hollowed-out dry brick wall according to claim 1, characterized in that: shape of upper part of the through hole
Is an inverted circular truncated cone, and the lower part of the inverted circular truncated cone is cylindrical.
5. The constructionless composite hollowed-out dry brick wall according to claim 1, characterized in that: the concrete hollow building block
The axial direction of the central hole is vertical to the wall surface.
6. The construction method of the constructional column-free combined hollow-out dry brick wall as claimed in any one of claims 1 to 5, wherein the construction method is characterized in that
The method comprises the following steps:
1. determining a first stone block, a second stone block, a concrete hollow block and a reinforcing steel bar according to a design drawing and actual conditions of a construction site
The size and number of (d);
2. respectively measuring and calculating the mounting positions of the reinforcing steel bars on the beam bottom of the upper-layer beam structure and the beam surface of the lower-layer beam structure, and paying off, positioning and drilling; in that
Implanting a first section of steel bar into a beam surface drill hole of the lower-layer beam structure; building a stone block layer at the lowest layer, and filling the through holes of the second stone blocks
The middle sand mortar is used for building the concrete hollow block layer on the second layer and filling the round holes between the adjacent concrete hollow blocks
The mortar is subjected to medium sand mortar, and fine sand mortar is smeared on the outer surface of the mortar joint for jointing; circulating alternate masonry stone layer and concrete hollow building block
A group of stone block layers and concrete hollow block layer height vacancies are formed in the layer until the vacancy is far away from the upper layer beam structure; when the first section of steel bar is long
When the temperature is not long enough, butt welding a second section of steel bar at the upper end of the first section of steel bar;
3. building a stone block layer on the uppermost layer of the wall body, implanting a third section of steel bar into a beam bottom drilling hole of an upper-layer beam structure, and implanting the third section of steel bar
The lower end of the rib is butt-welded with the upper end of the second section of steel bar; lifting the stone layer at the uppermost layer, and filling concrete hollow blocks under the stone layer
Filling cement mortar into the through hole of the top stone layer, and final jointing and cleaning
And (4) protecting.
7. The construction method according to claim 6, wherein in the second step, fine sand is applied to the outer surface of the mortar joint
The method for pointing the pulp comprises the following steps: after fine sand mortar is smeared on the outer surface of the mortar joint, a blank of the mortar joint is outlined; to be thin
Performing secondary pointing after the primary water collection on the surface of the sand mortar; and (5) carrying out third pointing when the fine sand mortar is about to dry.
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| CN204551790U (en) * | 2015-01-12 | 2015-08-12 | 浙江大学 | A kind of agriculture of facade rebuilding occupies exterior wall ventilating heat-proof structure |
| CN105756226A (en) * | 2016-03-11 | 2016-07-13 | 江阴市建筑设计研究院有限公司 | Complex brick structure wall construction method applied to public space |
| CN105696726A (en) * | 2016-03-23 | 2016-06-22 | 哈尔滨展大科技有限责任公司 | Net wall structure provided with straw bricks |
| CN106193369A (en) * | 2016-08-12 | 2016-12-07 | 陈迎春 | Brick mixes integrated wall, engineering prefabricated component method of attachment, integrated building construction method |
| DE202017102361U1 (en) * | 2017-04-20 | 2017-05-10 | SER Sanierung im Erd- und Rückbau GmbH | Habitats for microbes generating bricks, walls and embankments |
| CN106988451A (en) * | 2017-04-28 | 2017-07-28 | 中联西北工程设计研究院有限公司 | A kind of building external sunshade wall |
| CN107023109A (en) * | 2017-06-06 | 2017-08-08 | 中国砖瓦工业协会 | For the block for construction of building subassembly and using its pre-cast building component component |
| CN207130930U (en) * | 2017-08-09 | 2018-03-23 | 广西建工集团第一建筑工程有限责任公司 | Without construction column combination hollow out plain brick wall |
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