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 PDF

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Publication number
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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brick
sand
brick setting
cave dwelling
foundation
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CN106013229B (en
Inventor
卜永红
仲继清
王天涯
万宏宇
吴琴容
石丹
徐荀
刘瑞元
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Changan University
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground 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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/08Vaulted roofs
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • 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

A kind of stand alone type brick setting antidetonation cave dwelling and method of construction thereof
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.
CN201610473634.8A 2016-06-24 2016-06-24 A kind of method of construction of stand alone type brick setting antidetonation cave dwelling Expired - Fee Related CN106013229B (en)

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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
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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