CN106013229A - Free standing brick setting aseismatic cave dwelling and construction method thereof - Google Patents
Free standing brick setting aseismatic cave dwelling and construction method thereof Download PDFInfo
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- CN106013229A CN106013229A CN201610473634.8A CN201610473634A CN106013229A CN 106013229 A CN106013229 A CN 106013229A CN 201610473634 A CN201610473634 A CN 201610473634A CN 106013229 A CN106013229 A CN 106013229A
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- 239000011449 brick Substances 0.000 title claims abstract description 126
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 28
- 239000002689 soil Substances 0.000 claims abstract 4
- 239000004576 sand Substances 0.000 claims description 53
- 239000010881 fly ash Substances 0.000 claims description 30
- 239000004568 cement Substances 0.000 claims description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 239000000835 fiber Substances 0.000 claims description 21
- 239000002245 particle Substances 0.000 claims description 19
- 239000004816 latex Substances 0.000 claims description 18
- 229920000126 latex Polymers 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
- 238000000034 method Methods 0.000 claims description 14
- 238000003756 stirring Methods 0.000 claims description 12
- 241000251468 Actinopterygii Species 0.000 claims description 9
- AKEJUJNQAAGONA-UHFFFAOYSA-N sulfur trioxide Chemical compound O=S(=O)=O AKEJUJNQAAGONA-UHFFFAOYSA-N 0.000 claims description 8
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 claims description 5
- 239000011398 Portland cement Substances 0.000 claims description 4
- 229920001577 copolymer Polymers 0.000 claims description 4
- NIXOWILDQLNWCW-UHFFFAOYSA-M acrylate group Chemical group C(C=C)(=O)[O-] NIXOWILDQLNWCW-UHFFFAOYSA-M 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000002360 preparation method Methods 0.000 claims description 3
- ACOGMWBDRJJKNB-UHFFFAOYSA-N acetic acid;ethene Chemical group C=C.CC(O)=O ACOGMWBDRJJKNB-UHFFFAOYSA-N 0.000 claims description 2
- 239000012467 final product Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 abstract description 3
- 239000000853 adhesive Substances 0.000 abstract 1
- 238000012360 testing method Methods 0.000 description 10
- 239000004567 concrete Substances 0.000 description 9
- 239000010410 layer Substances 0.000 description 8
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000005266 casting Methods 0.000 description 2
- 238000007580 dry-mixing Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011468 face brick Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- -1 alkene ester Chemical class 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000010883 coal ash Substances 0.000 description 1
- 238000001723 curing Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- QQONPFPTGQHPMA-UHFFFAOYSA-N propylene Natural products CC=C QQONPFPTGQHPMA-UHFFFAOYSA-N 0.000 description 1
- 125000004805 propylene group Chemical group [H]C([H])([H])C([H])([*:1])C([H])([H])[*:2] 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000005057 refrigeration Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 239000003643 water by type Substances 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 free standing brick setting aseismatic cave dwelling and a construction method thereof. The cave dwelling comprises brick foundations, foundation ring beams, brick setting walls, upper ring beams, arch roofs, constructional columns, covering soil and a waterproof protection layer. According to the construction method, the brick foundations are built at first, and the foundation ring beams are poured on the brick foundations; then the brick setting walls are vertically built on the foundation ring beams, and the constructional columns are poured at the two ends of the brick setting walls and in the middles of the brick setting walls; afterwards, the upper ring beams are poured on the upper portions of the brick setting walls, and the arch roofs are built on the upper ring beams; and finally the tops of the arch roofs are covered with the covering soil and rammed, the waterproof protection layer is poured on the upper portion of the covering soil at the same time, and the cave dwelling is obtained. The high adhesive performance of viscous mortar and raw cob bricks is utilized, and the walls and the arch roofs of the whole cave dwelling are constrained by a frame composed of the constructional columns and the ring beams, so that the integrality and anti-collapse performance of the caved dwelling are improved; and compared with traditional cave dwellings, large earth rammed cave supports with the lateral load resistance are not needed, so that the construction work amount of the cave dwelling is greatly reduced.
Description
Technical field
The present invention relates to building structure field, be specifically related to a kind of stand alone type brick setting antidetonation cave dwelling and build
Make method.
Background technology
The architecture structure form of this uniqueness of cave dwelling not only embodies the different region feature in various places and mass transfer culture
System, and cool in summer and warm in winter, healthy comfortable, effectively reduce the energy resource consumption in terms of indoor heat insulating, refrigeration
With carbon emission, it it is ecotecture.At present, brick setting cave dwelling is still widely used for some provinces of NORTHWEST CHINA,
But existing solid brick masonry stand alone type cave dwelling version exists between brick block, and cohesive force is not strong, cave dwelling is whole
Body is weak, easily collapse, the defect of poor seismic behavior.
Summary of the invention
For problems of the prior art, it is an object of the invention to provide a kind of globality and antidetonation
The free-standing brick setting antidetonation cave dwelling of better performances.
Another object of the present invention is to provide the construction side of a kind of above-mentioned stand alone type brick setting antidetonation cave dwelling
Method.
In order to achieve the above object, the present invention is achieved by the following technical solutions.
(1) a kind of stand alone type brick setting antidetonation cave dwelling, it is characterised in that include brick foundation, basis circle
Beam, brick setting body of wall, upper collar tie beam, roof system, constructional column, earthing and fish tail and waterproof layer；Described brick foundation
For at least twice brick foundation be arrangeding in parallel, the top of described brick foundation arranges described foundation ring girder, described
The top of foundation ring girder is vertically arranged described brick setting body of wall, institute respectively corresponding to the both sides of described brick foundation
The upper end stating brick setting body of wall arranges described upper collar tie beam, and two ends and the centre of described brick setting body of wall are erected respectively
Directly arranging described constructional column, the lower end of described constructional column is connected with described foundation ring girder respectively, described structure
The upper end of post is connected with described upper collar tie beam respectively, and the top of described upper collar tie beam arranges described roof system, described room
The top of lid arranges earthing, and the top of earthing arranges fish tail and waterproof layer.
(2) method of construction of above-mentioned stand alone type brick setting antidetonation cave dwelling, it is characterised in that include following
Step:
Step 1, uses the brick foundation that viscous fiber mortar is parallel with brick masonry at least twice, and at described brick
On the basis of pour foundation ring girder；
Step 2, uses viscous fiber mortar and green cob brick corresponding to described brick foundation on described foundation ring girder
Place the most vertically builds brick setting body of wall by laying bricks or stones, and pours constructional column at the two ends of described brick setting body of wall and centre；
Step 3, pours collar tie beam on the top of described brick setting body of wall, and builds roof system by laying bricks or stones on upper collar tie beam；
Step 4, finally in top earthing the building of described roof system, and at the top casting concrete of earthing,
Form fish tail and waterproof layer,.
Further, in step 1, described viscous fiber mortar includes following raw material components: cement, fine coal
Ash, sand, redispersable latex powder, hydroxypropyl methyl cellulose and water.
Further, the mass percent of described cement, flyash, sand and water is 1: (0.15～0.2):
(4～4.43): (0.9～1.1), described redispersable latex powder is described cement, flyash, sand gross mass
1.5～1.7%, described hydroxypropyl methyl cellulose is described cement, flyash, sand gross mass
0.16～0.2%.
Further, the preparation of described viscous fiber mortar follows the steps below: first weigh cement,
Flyash, sand, redispersable latex powder, hydroxypropyl methyl cellulose and water；Then by cement, fine coal
After ash and sand dry mixing uniformly, the water adding 80% continues to stir；Add hydroxypropyl methyl cellulose,
Stir, continuously add the water of residue 20%, stir；It is eventually adding redispersable latex powder, stirs
Mix at least 3 minutes, to obtain final product.
Further, described cement is portland cement；Described flyash is I level flyash, and its quality refers to
Mark includes: 45 μm square hole screens tail over no more than 12%, and water demand ratio is not more than 95%, sulfur trioxide content
It is not more than 3%；Described sand is the fine sand that particle diameter is not more than 2.36mm；Described redispersable latex powder is propylene
Acid esters, vinyl acetate and the copolymer of vinyl acetate.
Further, described sand be particle diameter be 0.15～1.18mm fine sand and particle diameter be 1.18～2.36mm
The mixed sand of fine sand；Wherein, particle diameter be the quality of fine sand of 1.18～2.36mm be particle diameter be 0.15～1.18mm
Fine sand 2～4%.
Further, in step 3, described arch cover is arched brick roof covering.
Compared with prior art, the invention have the benefit that
The free-standing brick setting antidetonation cave dwelling of the present invention utilizes high viscosity mortar to strengthen the bonding between brick block
Performance, utilize framework that reinforced concrete structural column and collar tie beam constitute by the brick setting body of wall of whole cave dwelling and
Arched brick roof covering constraint is got up, and enhances the globality of cave dwelling and anti-fall performance of collapsing, improves the antidetonation of cave dwelling
Performance, compares tradition cave dwelling simultaneously and is close to without building large-scale lateral resisting rammed earth kiln, greatly reduce cave dwelling and build
The quantities made.
Accompanying drawing explanation
With specific embodiment, the present invention is described in further details below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of a kind of stand alone type brick setting antidetonation cave dwelling of the present invention, in figure: 1, brick
Basis；2, foundation ring girder；3, brick setting body of wall；4, upper collar tie beam；5, arch cover；6, constructional column；
7, earthing；8, fish tail and waterproof layer.
Detailed description of the invention
Below in conjunction with embodiment, embodiment of the present invention are described in detail, but the skill of this area
Art personnel are it will be appreciated that the following example is merely to illustrate the present invention, and are not construed as limiting the present invention's
Scope.
Embodiment 1
With reference to Fig. 1, the present invention provides a kind of stand alone type brick setting antidetonation cave dwelling, including brick foundation 1, basis
Collar tie beam 2, brick setting body of wall 3, upper collar tie beam 4, arch cover 5, constructional column 6, earthing 7 and fish tail and waterproof layer 8；
Brick foundation 1 is the twice brick foundation be arrangeding in parallel, and the top of brick foundation 1 arranges foundation ring girder 2, foundation ring girder
The top of 2 is vertically arranged brick setting body of wall 3 respectively corresponding to the both sides of brick foundation 1, brick setting body of wall 3 upper
End arranges collar tie beam 4, and the two ends of brick setting body of wall 3 and centre are vertically arranged constructional column 6, constructional column 6 respectively
Lower end be connected with foundation ring girder 2 respectively, the upper end of constructional column 6 is connected with upper collar tie beam 4 respectively, upper collar tie beam 4
Top arch cover 5 is set, the top of arch cover 5 arranges earthing 7, and the top of earthing 7 arranges anti-
Water conservation layer 8；Wherein, brick foundation 1, brick setting body of wall 3 and arch cover 5 are by viscous fiber mortar and brick
Concrete block masonry forms, brick block a size of 240mm × 115mm × 53mm；Foundation ring girder 2 and upper collar tie beam 4
Being reinforced concrete circle beam, constructional column 6 is reinforced concrete structural column, foundation ring girder 2, upper collar tie beam 4 and
The size of constructional column 6 is 240mm × 240mm；Arch cover is arched brick roof covering, and height is 2m, brick arch
The arch camber position of roof system is in the junction of described upper collar tie beam and described brick setting body of wall；The thickness of earthing is
1.5m；Fish tail and waterproof layer is concrete water-proof protective layer, and height is 100mm.
The free-standing brick setting antidetonation cave dwelling of the present embodiment is diplopore cave dwelling, wherein, and the width of cave dwelling single hole
For 4.5m, degree of depth 9m, highly 6m, the thickness of the both sides brick setting body of wall 3 of cave dwelling is 240mm, middle
The thickness of brick setting body of wall 3 be 370mm；The two ends of every face brick masonry wall 3 are provided with concrete structure
Making post, the centre of every face brick masonry wall 3 is also equipped with concrete-constituted pile.
The component of the viscous fiber mortar that the present embodiment builds brick setting body of wall and brick foundation by laying bricks or stones comprises: cement,
Flyash, sand, redispersable latex powder, hydroxypropyl methyl cellulose and water；Cement, flyash, sand
Being 1: 0.2: 4: 1 with the mass percent of water, redispersable latex powder is described cement, flyash, the total matter of sand
Amount 1.6%, described hydroxypropyl methyl cellulose be described cement, flyash, the 0.16% of sand gross mass.
In above-mentioned viscous fiber mortar: cement is P.0.42.5R portland cement；Flyash is I level flyash,
Reference standard GB/T 1596-2005 " flyash in cement and concrete " grades, its quality index
Including: 45 μm square hole screens tail over no more than 12%, and water demand ratio is not more than 95%, and sulfur trioxide content is not
More than 3%；Sand be the fine sand that particle diameter is not more than 2.36mm, specially particle diameter be the fine sand of 0.15～1.18mm
With the mixed sand of the fine sand that particle diameter is 1.18～2.36mm, wherein, particle diameter is the fine sand of 1.18～2.36mm
Quality be particle diameter be the 3% of the fine sand of 0.15～1.18mm；Redispersable latex powder is acrylate, acetic acid
Ethylene and the copolymer of vinyl acetate.
Embodiment 2
Step 1, uses viscous fiber mortar build three road brick foundations parallel with brick block, and at described brick base
Pouring reinforcement concrete foundation ring girder on plinth；
Step 2, uses viscous fiber mortar and green cob brick corresponding to described brick foundation on described foundation ring girder
Place the most vertically builds brick setting body of wall by laying bricks or stones, and at the two ends of described brick setting body of wall and middle casting concrete
Respectively pour a constructional column；
Step 3, pours collar tie beam on the top of described brick setting body of wall, and builds brick arch room on upper collar tie beam by laying bricks or stones
Lid；
Step 4, finally in top earthing the building of described cave dwelling arched brick roof covering, and waters on the top of earthing
Build concrete, form fish tail and waterproof layer,.
Wherein,
In step 1, the material composition of viscous fiber mortar comprises: cement, flyash, sand, redispersible
Latex powder, hydroxypropyl methyl cellulose and water.
Wherein, the mass percent of cement, flyash, sand and water is 1: 0.2: 4: 1, redispersable latex powder
For described cement, flyash, the 1.6% of sand gross mass, described hydroxypropyl methyl cellulose be described cement,
Flyash, the 0.16% of sand gross mass.
Cement is P.0.42.5R portland cement；Flyash is I level flyash, reference standard GB/T
1596-2005 " flyash in cement and concrete " grades, and its quality index includes: 45 μm
Square hole screen tails over no more than 12%, and water demand ratio is not more than 95%, and sulfur trioxide content is not more than 3%；Sand
It is not more than fine sand that the fine sand of 2.36mm, specially particle diameter are 0.15～1.18mm for particle diameter and particle diameter is
The mixed sand of the fine sand of 1.18～2.36mm, wherein, particle diameter be the quality of the fine sand of 1.18～2.36mm be grain
Footpath is the 3% of the fine sand of 0.15～1.18mm；Redispersable latex powder is acrylate, vinyl acetate and second
The copolymer of alkene ester.
The preparation of viscous fiber mortar follows the steps below: first weigh cement, flyash, sand,
Redispersable latex powder, hydroxypropyl methyl cellulose and water, then by equal to cement, flyash and sand dry mixing
After even, the water adding 80% continues to stir；Add hydroxypropyl methyl cellulose, stir, continue
The continuous water adding residue 20%, stirs；It is eventually adding redispersable latex powder, stirs at least 3 minutes,
Obtain.
Embodiment 3
Viscous fiber mortar in embodiment 1 or 2 is carried out mechanical property test, specific as follows:
The standard die trial using 70.7mm × 70.7mm × 70.7mm makes the cube examination of viscous fiber mortar
Block, under naturalness (room temperature), maintenance 30 days (first 7 days showering curings), carries out cubic compressive strength
Test.Result of the test shows: viscous fiber mortar specimen comprcssive strength meansigma methods is 21.7MPa.
The mould using 40mm × 40mm × 4mm makes stretching test block in green cob brick building block, supports by standard
Maintaining method (fog room temperature is 20 ± 3 degree, humidity more than 90%) maintenance 30 days, carries out direct tensile test.
Result shows: the green cob brick building block test specimen uniaxial tension test meansigma methods using viscous fiber mortar to build by laying bricks or stones is
0.77MPa, surface of fracture betides green cob brick surface layer, rather than mortar surface layer；And the same type pair of ordinary mortar
Show than result of the test, use the green cob brick building block test specimen uniaxial tension test value built by laying bricks or stones of ordinary mortar less than
0.1MPa, surface of fracture betides green cob brick and mortar bonding face.
More than test shows, compared with ordinary mortar, viscous fiber mortar comprcssive strength does not have and carries the most greatly
Height, but with the adhesive property of green cob brick far above the adhesive property of ordinary mortar with green cob brick.
According to above example, the free-standing brick setting antidetonation cave dwelling of the present invention utilizes viscous fiber sand
High-adhesion energy between slurry and green cob brick, and the framework that reinforced concrete circle beam and constructional column are constituted will
The brick setting body of wall of whole cave dwelling and arched brick roof covering constraint are got up, and the globality enhancing cave dwelling is collapsed with shouldering
Performance, improves the anti-seismic performance of cave dwelling；Meanwhile, compared to tradition cave dwelling, the free-standing brick of the present invention
Masonry antidetonation cave dwelling is close to without building large-scale lateral resisting rammed earth kiln, greatly reduces the quantities that cave dwelling is built.
Although, the present invention has been made by this specification the most with a general description of the specific embodiments detailed
Description, but on the basis of the present invention, it can be made some modifications or improvements, this is to art technology
It is apparent from for personnel.Therefore, these done without departing from theon the basis of the spirit of the present invention are repaiied
Change or improve, belonging to the scope of protection of present invention.
Claims (9)
1. a free-standing brick setting antidetonation cave dwelling, it is characterised in that include brick foundation, foundation ring girder,
Brick setting body of wall, upper collar tie beam, arch cover, constructional column, earthing and fish tail and waterproof layer；Described brick foundation
For at least twice brick foundation be arrangeding in parallel, the top of described brick foundation arranges described foundation ring girder, described
The top of foundation ring girder is vertically arranged described brick setting body of wall, described brick respectively corresponding at described brick foundation
The upper end of masonry wall arranges described upper collar tie beam, and two ends and the centre of described brick setting body of wall the most vertically set
Putting described constructional column, the lower end of described constructional column is connected with described foundation ring girder respectively, described constructional column
Upper end is connected with described upper collar tie beam respectively, and the top of described upper collar tie beam arranges described arch cover, described arch
The top of shape roof system arranges earthing, and the top of earthing arranges fish tail and waterproof layer.
Stand alone type brick setting antidetonation cave dwelling the most according to claim 1, it is characterised in that described brick
The center vertical of masonry wall arranges at least described constructional column.
3. the method for construction of the free-standing brick setting antidetonation cave dwelling described in claim 1, it is characterised in that
Comprise the following steps:
Step 1, uses the brick foundation that viscous fiber mortar is parallel with brick masonry at least twice, and at described brick
Foundation ring girder is poured on the basis of masonry；
Step 2, uses viscous fiber mortar and green cob brick corresponding to described brick setting on described foundation ring girder
The most vertically build brick setting body of wall at Ji Chu by laying bricks or stones, and pour structure at the two ends of described brick setting body of wall and centre
Make post；
Step 3, pours collar tie beam on the top of described brick setting body of wall, and builds arch room on upper collar tie beam by laying bricks or stones
Lid；
Step 4, finally in top earthing the building of described arch cover, and pours mixed on the top of earthing
Solidifying soil, forms fish tail and waterproof layer,.
The method of construction of stand alone type brick setting antidetonation cave dwelling the most according to claim 3, its feature exists
In, in step 1, the material composition of described viscous fiber mortar comprises: cement, flyash, sand, can
Redispersion latex powder, hydroxypropyl methyl cellulose and water.
The method of construction of stand alone type brick setting antidetonation cave dwelling the most according to claim 4, its feature exists
In, the mass percent of described cement, flyash, sand and water is 1: (0.15～0.2): (4～4.43):
(0.9～1.1), described redispersable latex powder be described cement, flyash, the 1.5 of sand gross mass～1.7%,
Described hydroxypropyl methyl cellulose be described cement, flyash, the 0.16 of sand gross mass～0.2%.
The method of construction of stand alone type brick setting antidetonation cave dwelling the most according to claim 4, its feature exists
In, the preparation of described viscous fiber mortar follows the steps below: first weigh cement, flyash,
Sand, redispersable latex powder, hydroxypropyl methyl cellulose and water；Then cement, flyash and sand are done
After mixing uniformly, the water adding 80% continues to stir；Adding hydroxypropyl methyl cellulose, stirring is all
Even, continuously add the water of residue 20%, stir；Being eventually adding redispersable latex powder, stirring is extremely
Few 3 minutes, to obtain final product.
The method of construction of stand alone type brick setting antidetonation cave dwelling the most according to claim 4, its feature exists
In, described cement is portland cement；Described flyash is I level flyash, and its quality index includes: 45
μm square hole screen tails over no more than 12%, and water demand ratio is not more than 95%, and sulfur trioxide content is not more than 3%；
Described sand is the fine sand that particle diameter is not more than 2.36mm；Described redispersable latex powder is acrylate, acetic acid
Ethylene and the copolymer of vinyl acetate.
The method of construction of stand alone type brick setting antidetonation cave dwelling the most according to claim 7, its feature exists
In, described sand be particle diameter be fine sand and fine sand that particle diameter is 1.18～2.36mm mixed of 0.15～1.18mm
Close sand；Wherein, particle diameter be the quality of fine sand of 1.18～2.36mm be particle diameter be 0.15～1.18mm thin
The 2～4% of sand.
The method of construction of stand alone type brick setting antidetonation cave dwelling the most according to claim 3, its feature exists
In, in step 3, described arch cover is arched brick roof covering.
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 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109403652A (en) * | 2018-10-23 | 2019-03-01 | 陕西省建筑科学研究院有限公司 | Masonry kiln bracing reinforcement means based on cast-in-situ steel reinforced concrete roof boarding |
| 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 |
| CN112282298A (en) * | 2020-10-27 | 2021-01-29 | 浙江工业职业技术学院 | Device is built at arched roof of circle for building arched window |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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| CN109403652A (en) * | 2018-10-23 | 2019-03-01 | 陕西省建筑科学研究院有限公司 | Masonry kiln bracing reinforcement means based on cast-in-situ steel reinforced concrete roof boarding |
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| 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 |
| CN112282298A (en) * | 2020-10-27 | 2021-01-29 | 浙江工业职业技术学院 | Device is built at arched roof of circle for building arched window |
| 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 |
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| CN106013229B (en) | 2018-06-01 |
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