CN106013229B - A kind of method of construction of stand alone type brick setting antidetonation cave dwelling - Google Patents
A kind of method of construction of stand alone type brick setting antidetonation cave dwelling Download PDFInfo
- Publication number
- CN106013229B CN106013229B CN201610473634.8A CN201610473634A CN106013229B CN 106013229 B CN106013229 B CN 106013229B CN 201610473634 A CN201610473634 A CN 201610473634A CN 106013229 B CN106013229 B CN 106013229B
- Authority
- CN
- China
- Prior art keywords
- brick
- sand
- foundation
- fly ash
- brick masonry
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000011449 brick Substances 0.000 title claims abstract description 117
- 238000000034 method Methods 0.000 title claims abstract description 9
- 238000010276 construction Methods 0.000 title abstract description 8
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 30
- 239000004576 sand Substances 0.000 claims description 52
- 239000010881 fly ash Substances 0.000 claims description 36
- 239000004568 cement Substances 0.000 claims description 28
- 239000002689 soil Substances 0.000 claims description 24
- 239000000835 fiber Substances 0.000 claims description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 239000004816 latex Substances 0.000 claims description 18
- 229920000126 latex Polymers 0.000 claims description 18
- 239000002245 particle Substances 0.000 claims description 18
- 239000000843 powder Substances 0.000 claims description 18
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 claims description 14
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 claims description 14
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 claims description 14
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical compound OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 claims description 14
- 239000011241 protective layer Substances 0.000 claims description 10
- 238000003756 stirring Methods 0.000 claims description 10
- 239000004567 concrete Substances 0.000 claims description 9
- AKEJUJNQAAGONA-UHFFFAOYSA-N sulfur trioxide Chemical compound O=S(=O)=O AKEJUJNQAAGONA-UHFFFAOYSA-N 0.000 claims description 8
- 239000011398 Portland cement Substances 0.000 claims description 4
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 claims description 4
- -1 acrylic ester Chemical class 0.000 claims description 4
- 229920001577 copolymer Polymers 0.000 claims description 4
- 229920001567 vinyl ester resin Polymers 0.000 claims description 4
- 239000000839 emulsion Substances 0.000 claims description 3
- 238000002360 preparation method Methods 0.000 claims description 3
- 239000002994 raw material Substances 0.000 claims description 3
- 238000005303 weighing Methods 0.000 claims description 3
- 241000251468 Actinopterygii Species 0.000 abstract 2
- 239000011150 reinforced concrete Substances 0.000 description 5
- 238000001723 curing Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 238000009864 tensile test Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 238000005284 basis set Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000005057 refrigeration Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Civil Engineering (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Ceramic Engineering (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention particularly discloses a kind of free-standing brick setting antidetonation cave dwelling, including brick foundation, foundation ring girder, brick setting wall, upper collar tie beam, arch cover, constructional column, earthing and fish tail and waterproof layer；And its method of construction：It builds brick foundation by laying bricks or stones first, and foundation ring girder is poured on brick foundation；Then build brick setting wall by laying bricks or stones vertically on foundation ring girder, and constructional column is poured at the both ends of brick setting wall and centre；Collar tie beam is poured on the top of brick setting wall again, and arch cover is built by laying bricks or stones on upper collar tie beam；Finally in the top earthing and building of arch cover, while fish tail and waterproof layer is poured on the top of earthing,.The present invention utilizes cementitious mortar and the high-adhesion energy of green cob brick, and constructional column gets up the wall of entire cave dwelling and arch cover constraint with the frame that collar tie beam is formed, enhance the globality of cave dwelling and anti-fall performance of collapsing, compared to traditional cave dwelling, it is close to without building large size lateral resisting rammed earth kiln, greatly reduces the quantities of cave dwelling construction.
Description
Technical Field
The invention relates to the field of building structures, in particular to an independent brick masonry earthquake-proof cave dwelling and a construction method thereof.
Background
The unique building structure form of the cave dwelling not only reflects different regional characteristics and cultural traditions in various regions, but also is warm in winter and cool in summer, healthy and comfortable, effectively reduces energy consumption and carbon emission in the aspects of indoor heat preservation and refrigeration, and is an ecological building. At present, brick masonry cave dwellings are still widely applied to provinces in northwest of China, but the defects of weak bonding force among brick blocks, weak integrity of the cave dwellings, easy collapse and poor seismic performance exist in the existing common brick masonry independent cave structure form.
Disclosure of Invention
Aiming at the problems in the prior art, the invention aims to provide the independent brick masonry earthquake-resistant cave dwelling with better integrity and earthquake-resistant performance.
The invention also aims to provide a construction method of the independent brick masonry earthquake-resistant cave dwelling.
In order to achieve the purpose, the invention is realized by adopting the following technical scheme.
The independent brick masonry earthquake-proof cave dwelling is characterized by comprising a brick foundation, a foundation ring beam, a brick masonry wall, an upper ring beam, a roof, a constructional column, earthing soil and a waterproof protective layer; the brick basis is parallel arrangement's at least twice brick basis, the upper portion of brick basis sets up basic circle roof beam, the upper portion of basic circle roof beam correspond to the both sides of brick basis are vertical setting respectively the brick brickwork wall body, the upper end of brick brickwork wall body sets up the circle roof beam, the both ends and the middle vertical setting respectively of brick brickwork wall body the constructional column, the lower extreme of constructional column respectively with basic circle roof beam is connected, the upper end of constructional column respectively with the circle roof beam is connected, the upper portion of circle roof beam sets up the roof, the upper portion of roof sets up the earthing, and the upper portion of earthing sets up waterproof layer.
(II) the method for constructing the independent brick masonry earthquake-resistant cave dwelling is characterized by comprising the following steps:
step 1, building at least two parallel brick foundations by using viscous fiber mortar and bricks, and pouring foundation ring beams on the brick foundations;
step 2, respectively and vertically building a brick masonry wall on the foundation ring beam corresponding to the brick foundation by using viscous fiber mortar and raw soil bricks, and pouring constructional columns at two ends and the middle of the brick masonry wall;
step 3, pouring an upper ring beam on the upper part of the brick masonry wall body, and building a roof on the upper ring beam;
and 4, finally, covering soil on the top of the roof and tamping, and pouring concrete on the upper part of the covered soil to form a waterproof protective layer.
Further, in step 1, the viscous fiber mortar comprises the following raw material components: cement, fly ash, sand, redispersible latex powder, hydroxypropyl methyl cellulose and water.
Further, the mass percentages of the cement, the fly ash, the sand and the water are 1: 0.15-0.2: 4-4.43: 0.9-1.1, the redispersible latex powder accounts for 1.5-1.7% of the total mass of the cement, the fly ash and the sand, and the hydroxypropyl methyl cellulose accounts for 0.16-0.2% of the total mass of the cement, the fly ash and the sand.
Further, the preparation of the viscous fiber mortar is carried out according to the following steps: firstly, weighing cement, fly ash, sand, redispersible latex powder, hydroxypropyl methyl cellulose and water; then, after the cement, the fly ash and the sand are uniformly mixed, 80 percent of water is added to continue to be uniformly mixed; adding hydroxypropyl methylcellulose, stirring, adding the rest 20% of water, and stirring; and finally adding the redispersible latex powder, and stirring for at least 3 minutes to obtain the emulsion.
Further, the cement is portland cement; the fly ash is I-grade fly ash, and the quality indexes of the fly ash comprise: the screen residue of a 45-micron square-hole sieve is not more than 12 percent, the water demand ratio is not more than 95 percent, and the sulfur trioxide content is not more than 3 percent; the sand is fine sand with the particle size not larger than 2.36 mm; the redispersible latex powder is a copolymer of acrylic ester, vinyl acetate and vinyl ester.
Further, the sand is mixed sand of fine sand with the particle size of 0.15-1.18 mm and fine sand with the particle size of 1.18-2.36 mm; wherein the fine sand with the particle size of 1.18-2.36 mm accounts for 2-4% of the fine sand with the particle size of 0.15-1.18 mm.
Further, in step 3, the arched roof is a brick arched roof.
Compared with the prior art, the invention has the beneficial effects that:
the independent brick masonry anti-seismic cave dwelling utilizes high-viscosity mortar to enhance the bonding performance between the brick building blocks, utilizes the framework formed by the reinforced concrete constructional columns and the ring beams to constrain the brick masonry wall and the brick arch roof of the whole cave, enhances the integrity and the collapse resistance of the cave, improves the anti-seismic performance of the cave, and greatly reduces the construction amount of the cave compared with the traditional cave without tamping a large anti-lateral force tamping kiln.
Drawings
The invention is described in further detail below with reference to the figures and specific embodiments.
Fig. 1 is a schematic structural view of a free-standing brick masonry earthquake-resistant cave dwelling in the invention, wherein: 1. a brick foundation; 2. a foundation ring beam; 3. brick masonry walls; 4. an upper ring beam; 5. an arched roof; 6. constructing a column; 7. Covering soil; 8. a waterproof protective layer.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to examples, but it will be understood by those skilled in the art that the following examples are only illustrative of the present invention and should not be construed as limiting the scope of the present invention.
Example 1
Referring to fig. 1, the invention provides a free-standing brick masonry earthquake-proof cave dwelling, which comprises a brick foundation 1, a foundation ring beam 2, a brick masonry wall 3, an upper ring beam 4, an arched roof 5, a constructional column 6, covering soil 7 and a waterproof protective layer 8; the brick foundation 1 is two brick foundations arranged in parallel, the upper part of the brick foundation 1 is provided with a foundation ring beam 2, the upper part of the foundation ring beam 2 is respectively and vertically provided with brick masonry walls 3 corresponding to two sides of the brick foundation 1, the upper end of each brick masonry wall 3 is provided with an upper ring beam 4, two ends and the middle of each brick masonry wall 3 are respectively and vertically provided with a constructional column 6, the lower end of each constructional column 6 is respectively connected with the foundation ring beam 2, the upper end of each constructional column 6 is respectively connected with the upper ring beam 4, the upper part of each upper ring beam 4 is provided with an arched roof 5, the upper part of each arched roof 5 is provided with a soil covering 7, and the upper part of each soil covering 7 is provided with a; wherein, the brick foundation 1, the brick masonry wall 3 and the arched roof 5 are built by viscous fiber mortar and brick masonry blocks, and the size of the brick masonry blocks is 240mm multiplied by 115mm multiplied by 53 mm; the foundation ring beam 2 and the upper ring beam 4 are both reinforced concrete ring beams, the constructional column 6 is a reinforced concrete constructional column, and the sizes of the foundation ring beam 2, the upper ring beam 4 and the constructional column 6 are 240mm multiplied by 240 mm; the arched roof is a brick arch roof with the height of 2m, and the arch-forming position of the brick arch roof is positioned at the joint of the upper ring beam and the brick masonry wall; the thickness of the covering soil is 1.5 m; the waterproof protective layer is a concrete waterproof protective layer and has a height of 100 mm.
The independent brick masonry earthquake-resistant cave dwelling of the embodiment is a double-hole cave dwelling, wherein the width of a single hole of the cave dwelling is 4.5m, the depth of the cave dwelling is 9m, the height of the cave dwelling is 6m, the thickness of brick masonry walls 3 on two sides of the cave dwelling is 240mm, and the thickness of the brick masonry wall 3 in the middle is 370 mm; concrete constructional columns are arranged at two ends of each brick masonry wall body 3, and a concrete constructional column is also arranged in the middle of each brick masonry wall body 3.
The components of the viscous fiber mortar for building the brick masonry wall and the brick foundation in the embodiment comprise: cement, fly ash, sand, redispersible latex powder, hydroxypropyl methyl cellulose and water; the mass percentage of the cement, the fly ash, the sand and the water is 1: 0.2: 4: 1, the mass percentage of the redispersible latex powder is 1.6 percent of the total mass of the cement, the fly ash and the sand, and the mass percentage of the hydroxypropyl methyl cellulose is 0.16 percent of the total mass of the cement, the fly ash and the sand.
In the above viscous fiber mortar: the cement is P.0.42.5R portland cement; the fly ash is I-grade fly ash, and is graded by reference to standard GB/T1596 & 2005 fly ash for cement and concrete, and the quality indexes of the fly ash comprise: the screen residue of a 45-micron square-hole sieve is not more than 12 percent, the water demand ratio is not more than 95 percent, and the sulfur trioxide content is not more than 3 percent; the sand is fine sand with the particle size not larger than 2.36mm, specifically is mixed sand of the fine sand with the particle size of 0.15-1.18 mm and the fine sand with the particle size of 1.18-2.36 mm, wherein the mass of the fine sand with the particle size of 1.18-2.36 mm is 3% of the fine sand with the particle size of 0.15-1.18 mm; the re-dispersible latex powder is a copolymer of acrylic ester, vinyl acetate and vinyl ester.
Example 2
Step 1, building three brick foundations by using viscous fiber mortar and brick building blocks in parallel, and pouring reinforced concrete foundation ring beams on the brick foundations;
step 2, respectively and vertically building a brick masonry wall on the foundation ring beam corresponding to the brick foundation by using viscous fiber mortar and raw soil bricks, and respectively pouring concrete at two ends and the middle of the brick masonry wall to form a constructional column;
step 3, pouring an upper ring beam on the upper part of the brick masonry wall body, and building a brick arch roof on the upper ring beam;
and 4, finally, covering soil on the top of the kiln arch brick roof and ramming, and pouring concrete on the upper part of the covered soil to form a waterproof protective layer.
Wherein,
in step 1, the viscous fiber mortar comprises the following raw material components: cement, fly ash, sand, redispersible latex powder, hydroxypropyl methyl cellulose and water.
Wherein the mass percentage of the cement, the fly ash, the sand and the water is 1: 0.2: 4: 1, the mass percentage of the redispersible latex powder is 1.6 percent of the total mass of the cement, the fly ash and the sand, and the mass percentage of the hydroxypropyl methyl cellulose is 0.16 percent of the total mass of the cement, the fly ash and the sand.
The cement is P.0.42.5R portland cement; the fly ash is I-grade fly ash, and is graded by reference to standard GB/T1596 & 2005 fly ash for cement and concrete, and the quality indexes of the fly ash comprise: the screen residue of a 45-micron square-hole sieve is not more than 12 percent, the water demand ratio is not more than 95 percent, and the sulfur trioxide content is not more than 3 percent; the sand is fine sand with the particle size not larger than 2.36mm, specifically is mixed sand of the fine sand with the particle size of 0.15-1.18 mm and the fine sand with the particle size of 1.18-2.36 mm, wherein the mass of the fine sand with the particle size of 1.18-2.36 mm is 3% of the fine sand with the particle size of 0.15-1.18 mm; the re-dispersible latex powder is a copolymer of acrylic ester, vinyl acetate and vinyl ester.
The preparation of the viscous fiber mortar is carried out according to the following steps: firstly weighing cement, fly ash, sand, redispersible latex powder, hydroxypropyl methyl cellulose and water, then after the cement, the fly ash and the sand are dry-mixed uniformly, adding 80% of water and continuing to stir uniformly; adding hydroxypropyl methylcellulose, stirring, adding the rest 20% of water, and stirring; and finally adding the redispersible latex powder, and stirring for at least 3 minutes to obtain the emulsion.
Example 3
The mechanical property test of the viscous fiber mortar in example 1 or 2 is as follows:
a standard test mold of 70.7mm × 70.7mm × 70.7mm is used to prepare a cubic test block of viscous fiber mortar, and the block is naturally cured (room temperature) for 30 days (the first 7 days of curing by spraying water) to perform a cubic compressive strength test. The test result shows that: the average value of the compressive strength of the viscous fiber mortar test block is 21.7 MPa.
A tensile test block is manufactured on a raw brick building block by adopting a mould with the size of 40mm multiplied by 4mm, the green brick building block is cured for 30 days according to a standard curing method (the temperature of a curing room is 20 +/-3 ℃, and the humidity is more than 90 percent), and a direct tensile test is carried out. The results show that: the average value of the uniaxial tensile strength of a raw soil brick block test piece built by using viscous fiber mortar is 0.77MPa, and a damaged surface occurs on a raw soil brick surface layer but not on a mortar surface layer; the results of the same type of comparison tests of the common mortar show that the uniaxial tensile strength value of a sample of the raw soil brick block built by the common mortar is less than 0.1MPa, and a failure surface occurs on the bonding surface of the raw soil brick and the mortar.
The tests show that compared with the common mortar, the compressive strength of the viscous fiber mortar is not greatly improved, but the bonding property of the viscous fiber mortar and the raw soil brick is far higher than that of the common mortar and the raw soil brick.
According to the embodiments, the independent brick masonry earthquake-resistant cave dwelling utilizes the high bonding performance between the viscous fiber mortar and the raw soil bricks and the framework formed by the reinforced concrete ring beams and the constructional columns to constrain the brick masonry wall and the brick arch roof of the whole cave, so that the integrity and the horizontal collapse performance of the cave are enhanced, and the earthquake-resistant performance of the cave is improved; meanwhile, compared with the traditional cave, the independent brick masonry earthquake-resistant cave disclosed by the invention does not need to be rammed by a large side-force-resistant rammed earth kiln, so that the construction amount of the cave is greatly reduced.
Although the present invention has been described in detail in this specification with reference to specific embodiments and illustrative embodiments, it will be apparent to those skilled in the art that modifications and improvements can be made thereto based on the present invention. Accordingly, such modifications and improvements are intended to be within the scope of the invention as claimed.
Claims (5)
1. The method comprises the following steps of constructing an independent brick masonry earthquake-proof cave, wherein the independent brick masonry earthquake-proof cave comprises a brick foundation, a foundation ring beam, a brick masonry wall body, an upper ring beam, an arched roof, a constructional column, earthing and a waterproof protective layer; the brick foundations are at least two brick foundations arranged in parallel, the foundation ring beam is arranged at the upper part of each brick foundation, the brick masonry wall bodies are respectively and vertically arranged at the positions, corresponding to the brick foundations, of the upper parts of the foundation ring beams, the upper ring beams are arranged at the upper ends of the brick masonry walls, the constructional columns are respectively and vertically arranged at the two ends and the middle of each brick masonry wall, the lower ends of the constructional columns are respectively connected with the foundation ring beams, the upper ends of the constructional columns are respectively connected with the upper ring beams, the arched roof is arranged at the upper part of the upper ring beams, the upper parts of the arched roofs are provided with earthing soil, and the upper parts of the earthing soil are provided with waterproof protective layers; at least one constructional column is vertically arranged in the middle of the brick masonry wall; the method is characterized by comprising the following steps:
step 1, building at least two parallel brick foundations by using viscous fiber mortar and bricks, and pouring foundation ring beams on the brick foundations; the raw material components of the viscous fiber mortar comprise: cement, fly ash, sand, redispersible latex powder, hydroxypropyl methyl cellulose and water; the mass percentages of the cement, the fly ash, the sand and the water are 1: (0.15-0.2): (4-4.43): (0.9-1.1), wherein the redispersible latex powder accounts for 1.5-1.7% of the total mass of the cement, the fly ash and the sand, and the hydroxypropyl methyl cellulose accounts for 0.16-0.2% of the total mass of the cement, the fly ash and the sand;
step 2, respectively and vertically building a brick masonry wall on the foundation ring beam corresponding to the brick masonry foundation by using viscous fiber mortar and raw soil bricks, and pouring constructional columns at two ends and the middle of the brick masonry wall;
step 3, pouring an upper ring beam on the upper part of the brick masonry wall body, and building an arch roof on the upper ring beam;
and 4, finally, covering soil on the top of the arched roof and tamping, and pouring concrete on the upper part of the covered soil to form a waterproof protective layer.
2. The method for constructing a freestanding brick masonry earthquake-resistant cave dwelling as claimed in claim 1, wherein the preparation of the viscous fiber mortar is performed according to the following steps: firstly, weighing cement, fly ash, sand, redispersible latex powder, hydroxypropyl methyl cellulose and water; then, after the cement, the fly ash and the sand are uniformly mixed, 80 percent of water is added to continue to be uniformly mixed; adding hydroxypropyl methylcellulose, stirring, adding the rest 20% of water, and stirring; and finally adding the redispersible latex powder, and stirring for at least 3 minutes to obtain the emulsion.
3. The method of constructing a freestanding brick masonry earthquake-resistant cave dwelling of claim 1, wherein the cement is portland cement; the fly ash is I-grade fly ash, and the quality indexes of the fly ash comprise: the screen residue of a 45-micron square-hole sieve is not more than 12 percent, the water demand ratio is not more than 95 percent, and the sulfur trioxide content is not more than 3 percent; the sand is fine sand with the particle size not larger than 2.36 mm; the redispersible latex powder is a copolymer of acrylic ester, vinyl acetate and vinyl ester.
4. The method for building the independent brick masonry earthquake-resistant cave dwelling according to claim 3, wherein the sand is mixed sand of fine sand with the grain size of 0.15-1.18 mm and fine sand with the grain size of 1.18-2.36 mm; wherein the fine sand with the particle size of 1.18-2.36 mm accounts for 2-4% of the fine sand with the particle size of 0.15-1.18 mm.
5. The method of constructing a freestanding brick-masonry earthquake-resistant cave dwelling of claim 1, wherein in step 3 the arched roof is a brick-arch roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610473634.8A CN106013229B (en) | 2016-06-24 | 2016-06-24 | A kind of method of construction of stand alone type brick setting antidetonation cave dwelling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610473634.8A CN106013229B (en) | 2016-06-24 | 2016-06-24 | A kind of method of construction of stand alone type brick setting antidetonation cave dwelling |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106013229A CN106013229A (en) | 2016-10-12 |
| CN106013229B true CN106013229B (en) | 2018-06-01 |
Family
ID=57083550
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610473634.8A Expired - Fee Related CN106013229B (en) | 2016-06-24 | 2016-06-24 | A kind of method of construction of stand alone type brick setting antidetonation cave dwelling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013229B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403653A (en) * | 2018-10-23 | 2019-03-01 | 陕西省建筑科学研究院有限公司 | Improve the masonry kiln bracing reinforcement means of cave dwelling overall stability using carbon fibre web |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403652B (en) * | 2018-10-23 | 2020-12-29 | 陕西省建筑科学研究院有限公司 | Masonry hoop kiln reinforcing method based on cast-in-place reinforced concrete roof panel |
| CN110950623A (en) * | 2019-11-25 | 2020-04-03 | 西安建筑科技大学 | Masonry mortar of machine-made adobe brick and preparation method thereof |
| CN112282298B (en) * | 2020-10-27 | 2021-10-01 | 浙江工业职业技术学院 | Device is built at arched roof of circle for building arched window |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7484335B1 (en) * | 2004-07-06 | 2009-02-03 | Stephen Dunlap | Soffit vent assembly and method |
| CN202007562U (en) * | 2011-01-04 | 2011-10-12 | 大连恒翔粉煤灰综合利用有限公司 | Powdery material storage warehouse |
| CN105016693A (en) * | 2015-07-08 | 2015-11-04 | 济南大学 | Caulking anti-crack mortar |
| CN105198318A (en) * | 2015-09-25 | 2015-12-30 | 河南兴安新型建筑材料有限公司 | Thin-layer masonry mortar for autoclaved aerated concrete |
| CN205776349U (en) * | 2016-06-24 | 2016-12-07 | 长安大学 | A kind of stand alone type brick setting antidetonation cave dwelling |
-
2016
- 2016-06-24 CN CN201610473634.8A patent/CN106013229B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7484335B1 (en) * | 2004-07-06 | 2009-02-03 | Stephen Dunlap | Soffit vent assembly and method |
| CN202007562U (en) * | 2011-01-04 | 2011-10-12 | 大连恒翔粉煤灰综合利用有限公司 | Powdery material storage warehouse |
| CN105016693A (en) * | 2015-07-08 | 2015-11-04 | 济南大学 | Caulking anti-crack mortar |
| CN105198318A (en) * | 2015-09-25 | 2015-12-30 | 河南兴安新型建筑材料有限公司 | Thin-layer masonry mortar for autoclaved aerated concrete |
| CN205776349U (en) * | 2016-06-24 | 2016-12-07 | 长安大学 | A kind of stand alone type brick setting antidetonation cave dwelling |
Non-Patent Citations (1)
| Title |
|---|
| 村镇生土结构房屋抗震性能研究;卜永红;《中国博士学位论文全文数据库工程科技II辑》;20140715(第2014年07期);第28-29页第3节 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403653A (en) * | 2018-10-23 | 2019-03-01 | 陕西省建筑科学研究院有限公司 | Improve the masonry kiln bracing reinforcement means of cave dwelling overall stability using carbon fibre web |
| CN109403653B (en) * | 2018-10-23 | 2020-12-29 | 陕西省建筑科学研究院有限公司 | Masonry hooping kiln reinforcing method for improving overall stability of cave dwelling by adopting carbon fiber net |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106013229A (en) | 2016-10-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013229B (en) | A kind of method of construction of stand alone type brick setting antidetonation cave dwelling | |
| CN103174252B (en) | A kind of self-insulation quake-proof building block and application process | |
| CN105236871B (en) | A kind of green cob brick and preparation method thereof | |
| CN106116284B (en) | The high sound insulation self-heat preservation heat insulation silt particle Light Wall module of ungauged regions and its manufacture method | |
| CN108343084A (en) | A kind of preparation method of assembled ecological permeable concrete retaining wall and its wall | |
| CN208201911U (en) | A kind of assembled ecological permeable concrete retaining wall | |
| CN102808513A (en) | Crack controlling construction method for lightweight wall | |
| CN105113699A (en) | High-strength concrete block used as outer wall of grouted composite wall as well as grouted composite wall and construction method thereof | |
| CN205776349U (en) | A kind of stand alone type brick setting antidetonation cave dwelling | |
| CN104805950A (en) | Steel wire framework heat preservation building block | |
| CN101748821B (en) | Shockproof reinforcing method of stone wall | |
| CN105839811A (en) | Reinforced masonry wall structure filled with rammed earth and construction method thereof | |
| CN205976059U (en) | Viscidity fiber mortar combination immature soil brick setting wall | |
| CN205776896U (en) | Rammed earth formula masonry wall structure is filled in a kind of enhancement mode | |
| KR102302443B1 (en) | Prefabricated Foamed Lightweight Concrete Block Exterior Wall Using Waste Glass Wool | |
| CN106088390B (en) | A kind of construction method of viscous fiber mortar mix raw-soil brick masonry wall | |
| Rafi et al. | Analytical study on special concretes with M20 & M25 grades for construction | |
| CN106082877B (en) | A kind of mechanical compaction raw-soil brick masonry mortar and preparation method thereof | |
| CN105952025B (en) | A kind of viscous fiber mortar mix loam wall and its construction method | |
| CN108265849A (en) | A kind of high ductility concrete-light-weight filler composite Semitic walls | |
| CN108978665A (en) | One kind is cast-in-place to build concrete curing method | |
| CN208121961U (en) | A kind of assembling frame corner node structure | |
| CN206571244U (en) | A kind of fabricated wall | |
| CN201665934U (en) | Quake-proof reinforcing structure for stone wall | |
| CN205935289U (en) | Viscidity fiber mortar makes up rammed earth wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Bu Yonghong Inventor after: Niu Xingxing Inventor after: Jiang Ziteng Inventor after: Su Shun Inventor after: Dong Fei Inventor after: He Chuang Inventor after: Zhong Jiqing Inventor after: LAN Guan Qi Inventor after: Wang Tianya Inventor after: Dong Xinyong Inventor after: Liu Le Inventor after: Huang Yuchong Inventor after: Yan Liuxue Inventor after: Niu Dongdong Inventor before: Bu Yonghong Inventor before: Zhong Jiqing Inventor before: Wang Tianya Inventor before: Wan Hongyu Inventor before: Wu Qinrong Inventor before: Shi Dan Inventor before: Xu Xun Inventor before: Liu Ruiyuan |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180601 |