CN106760593B - A kind of barnacle wall reinforcement method - Google Patents
A kind of barnacle wall reinforcement method Download PDFInfo
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- CN106760593B CN106760593B CN201611037733.8A CN201611037733A CN106760593B CN 106760593 B CN106760593 B CN 106760593B CN 201611037733 A CN201611037733 A CN 201611037733A CN 106760593 B CN106760593 B CN 106760593B
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- collar tie
- tie beam
- wire mesh
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- Chemical Kinetics & Catalysis (AREA)
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Abstract
The present invention provides a kind of barnacle wall reinforcement method, comprising: builds stone cement strip footing；Build each layer bearing wall in house；Floor beam can be placed on stone cement collar tie beam top after construction intensity by reaching after stone cement collar tie beam；For exterior wall lateral surface, tightened after the preformed hole appeared on zinc-coated wire mesh sheet standard component by embedded bar in stone cement strip footing；The plant that creeps is planted on exterior wall side, beautifies metope, forms green screen；The present invention uses the constraint of barnacle strip footing and each layer collar tie beam as wall entirety, then is aided with to constrain the mode that zinc-coated wire mesh sheet standard component applies pretightning force and conjugate outside block plane, and then improve the globality of wall；Steel fibre is mixed in mud, improves ability to resist splash erosion, reduces the damage to wall, while improving wall durability.
Description
Technical field
The present invention relates to construction engineering technical fields more particularly to a kind of barnacle wall to reinforce method.
Background technique
Stone compression strength itself is high, durability is good, is since ancient times exactly a kind of traditional building materials, and according to locality
Construction material characteristics form traditional brick-building art.The house built by stone material, it is cool in summer and warm in winter that there is preferable comfortable for living
Property, but the local applicable construction material of institute is limited to for most of residential houses and is limited, the landform such as mountainous region, remote limitation, it is difficult to will
The big material of the weight such as cement sandstone transports to construction site, therefore fortune fortune few as far as possible, material can use local material as far as possible less.The people
It is placed in the middle many added water and stirred using clay after mud be used as building materials, be packed between irregular stone and be built into bearing wall,
And the building method adopts so far.Bulk shape size is different, belongs to discrete material, due to the gluing power between block and clay
Difference, with long-time rain drop erosion, filleting soil can fall off, and constraint dies down between block, and wall shear resistant is deteriorated, when meeting with big shake
It being easy to happen and collapses, the destruction of all previous earthquake middle peasant room such as Wenchuan and the earthquake of Yaan Lushan County is serious, therefore improvement brick-building art,
Enhancing wall anti-seismic performance is disposed by construction, and then improves whole collapse resistant capacity of the house under severe earthquake action.
For irregular stone masonry construction house, it is main to limit in wall block the outer changing of the relative positions of plane occurs induced
Total collapse only moves in wall plane, though will cause cracking of the wall between gap, when earthquake can be split without falling, and
Energy-dissipating and shock-absorbing, it is advantageous instead to antidetonation.Number of patent application 201320630817.8, it is entitled " additional using framework of steel reinforcement through walls
The patent of steel plate mesh sheet reinforcing stone structure ", such method is relatively suitable for the smaller situation of wall stress, because after steel plate mesh sheet stress
Moderate finite deformation can be generated, and finger stone and soil can be skidded off along fenestral porosity, for most of residential house of such as Tibet region,
Since barnacle wall is using mode is piled up, stock material hardness is big, and thickness of wall body is also thicker, carries out pore-forming using electric drill on wall
When, enforcement difficulty is big, should reduce drilling hole amount as far as possible, and such method can destroy block integrality.What applicant once applied
Number of patent application 201410718582.7, entitled " barnacle wall reinforcement method " are related to a kind of blue using the outer connection of screw rod through walls
The method that disk reinforces stone-made house wall by zinc-coated wire junction steel plate mesh sheet, but be not directed to and create irregular stone using mud
It starches the wall assembled and proposes improving technology, to improve seismic performance of building.
Summary of the invention
The wall that the purpose of the present invention is assemble out for irregular stone assembles out without neat regular gap
Back wall surface irregularity, is built using folk art, carries out filling out block using steel fibre mud between gap, designs one kind in building
At layer height be arranged reinforcing bar barnacle cement collar tie beam, wall two sides by the way of galvanized prestressed steel silk netting to barnacle wall into
Row construction is reinforced, and band steel confining part is arranged in steel fabric sheet edge, produces to form standard component in factory process, be tightened by tensioning
Embedded bar applies pretightning force to steel fabric sheet standard component, and being close to metope ensures that the plane for effectively limiting stone conjugates outside, technique
It is simple and easy, the integrality of original wall body stone block is not destroyed, and can effectively improve the shatter-proof ability of stone-made house, and disassembling, assembling and replacing
It is convenient, former house construction duration is not influenced.
A kind of barnacle wall reinforcement method, comprising:
Step 1: stone cement strip footing is built, width is 200mm wider than wall, deep 300-500mm；
Step 2: building each layer bearing wall in house, and short steel fibre is mixed in mud used, forms steel fibre mud,
After every layer of building wall, it is close to build stone cement collar tie beam on the downside of floor beam, the embedded bar inside collar tie beam, between reinforcing bar
Away from 150mm, stone diameter is less than 100mm；For the wall outer side of exterior wall, all reinforcing bars are both passed through, and for inner side of outer wall, partly
It skims the upper floor in collar tie beam on number reinforcing bar to go out to appear in floor, half level goes out to appear；And for interior wall, half steel in collar tie beam
Muscle is upper in collar tie beam to be skimmed to upper floor to go out to appear, half reinforcing bar in collar tie beam level in lower layer's flooring exposure head, length of appearing
150mm；
Step 3: floor beam, building can be placed on stone cement collar tie beam top after construction intensity by reaching after stone cement collar tie beam
Layer beam gos deep into no less than 200mm in wall；
Step 4: it for exterior wall alien invasion, is appeared by embedded bar in stone cement strip footing across galvanized steel
It tightens after preformed hole on silk netting standard component, even level embedded bar is appeared across zinc-coated wire mesh sheet using same method
Standard component tense and tighten reinforcing bar appear into it is hook-shaped after it is fixed, then by two layers of basal layer zinc-coated wire mesh sheet, structure zinc-coated wire
Mesh sheet standard component is tightened at one layer of collar tie beam of structure, and reinforcing bar is passed through junction to the reserved of zinc-coated wire mesh sheet standard component together
Reinforcing bar is tightened behind hole to appear and bend to hook-shaped locking, completes one layer of structure, two layers of reinforcement；Again according to this method successively complete it is other
The reinforcement of each structure sheaf is constructed；
Step 5: for inner side of outer wall face and interior wall, then directly completing zinc-coated wire mesh sheet standard component in This floor,
Be taped against at floor stone cement collar tie beam thereon, under be taped against at floor upper surface；The reinforcing bar in lower layer house is appeared across close
The zinc-coated wire mesh sheet standard component of floor upper surface bottom row preformed hole after tighten, the reinforcing bar at stone cement collar tie beam appear across
It is tightened after the top row preformed hole of zinc-coated wire mesh sheet standard component, that is, completes the assembly of interior wall zinc-coated wire mesh sheet standard component；
Step 6: plastering outside stone cement collar tie beam, in the external placing concrete of stone cement strip footing, covers
Reinforcing bar is appeared, and cover to reinforcement is formed；Exterior wall inner surface and interior wall stone cement collar tie beam processing mode with exterior wall be it is identical,
But for the reinforcing bar above interior wall floor beam be bent into it is hook-shaped after, need to by reinforcing bar be close to alien invasion socket, using coat of plaster conduct
Stretch out the protective layer of the reinforcing bar of metope.
Step 7: the plant that creeps is planted on exterior wall side, beautifies metope, forms green screen.
Further, method as described above, the stone cement collar tie beam intensity poured are not less than C20, the diameter of reinforcing bar
For 12mm, stone diameter is preferably less than 100mm.
Further, method as described above, the production method of zinc-coated wire mesh sheet standard component are as follows: in zinc-coated wire mesh sheet
Inside and outside two layers of band steel band is placed at edge, is subsequently filled rubber sheet gasket, then pass through bolt hole and galvanized steel wire netting by high-strength bolt
The mesh of piece is tightened the nut of high-strength bolt and is made, inside be provided with window reserved opening.
Further, method as described above, tensioning need to adjust window hole periphery when assembling zinc-coated wire mesh sheet standard component
Dimension line adds band steel band, band steel plate tape thickness 10mm, in band steel band intersection along 45 degree of angles on the reserved opening periphery opened up
Four frame of periphery is formed after welding using butt weld；Adjustment zinc-coated wire mesh sheet avoids blocking window hole, wherein galvanized steel wire netting
On piece opens up reserved opening, and size is slightly larger than window hole, and flat on zinc-coated wire mesh sheet standard component using expansion bolt
It is fixed after the reserving hole of steel band with periphery wall, wherein expansion bolt arranged for interval；Door opening schoolmate reserved opening processing side
Formula is identical.
Further, method as described above, the band steel band with a thickness of 8mm.
Further, method as described above, the amount of mixing of short steel fibre is according to volume volume in the steel fibre mud
1% carries out.
The utility model has the advantages that
Constraint of the present invention using the collar tie beam of barnacle strip footing and each layer as wall entirety, then be aided with to zinc-coated wire
The mode that mesh sheet standard component applies pretightning force is constrained and is conjugated outside block plane, and then improves the globality of wall, to reach earthquake
The purpose split when generation without falling；Steel fibre is mixed in mud, improves ability to resist splash erosion, reduces the damage to wall,
Wall durability is improved simultaneously.In turn:
This wall construction technology is primarily adapted for use in irregular block, and the wall built using mud, and construction technology is simple,
Original barnacle bulk is not destroyed, substantially reduces construction workload；Steel fibre is mixed in mud, and it is de- to significantly improve preventing rain wash
The ability fallen improves mortar joint layer anti-cracking ability.
Wall strengthening process is simple, low to skilled worker's dependence, and common laborer can carry out the construction of strengthening process, institute
With material from heavy and light, it is easily portable, it is adaptable, and using spanner by tightening reinforcing bar into crotch, quality is readily available
Guarantee, the steel fabric sheet of tensioning is close to surface of wall, can effectively inhibit the outer changing of the relative positions of block plane, improve wall under external force
Stability.
Floor collar tie beam central axis places reinforcing bar taut wire mesh sheet standard component, and the upper and lower level pulling force that pretightning force generates is to circle
Beam is self equilibrium systems, and additional pulling force effect will not be generated to collar tie beam, and collar tie beam is still non-bearing component, only plays construction and reinforces
Effect reduces the mechanical property requirements to collar tie beam.
Zinc-coated wire mesh sheet standard component is processed by door and window modulus, and matching is strong, and the factorial production, cost low-quality
Measure readily available guarantee；Light-weight, not needing hanging device can be completed installation, and when placement can be made into coiled material, be easily portable and
Storage, the zinc-plated corrosion resistance of steel wire surface are strong.
Grass seeds is placed in it when constructing wall mud gap, or plants the plant that creeps on wall side, metope, shape can be beautified
At green screen, steel fabric sheet is that plant seeks connections with growth raising support；By the strong feature of soil water-retaining property in mortar joint, it is easy to plant
It survives, and summer room temperature, energy conservation and environmental protection can be adjusted.
Detailed description of the invention
Fig. 1 is the irregular barnacle wall plane schematic diagram that reinforced mesh is reinforced；
Fig. 2 is the A-A sectional schematic diagram of barnacle wall described in Fig. 1；
Fig. 3 is wall B-B section connection schematic diagram；
Fig. 4 is Edge Enhancement window hole connection schematic diagram；
C1 partial enlargement diagram in Fig. 5 Fig. 2；
Fig. 6 is exterior wall steel fabric sheet standard component connection signal；
Fig. 7 is interior wall steel fabric sheet standard component connection signal；
Fig. 8 is C2 partial enlargement diagram in Fig. 4.
In attached drawing: 1, barnacle wall；2, zinc-coated wire mesh sheet standard component；3, stone cement strip footing；4, stone cement
Collar tie beam；5, steel fibre mud；6, band steel band；7, reinforcing bar；8, rubber sheet gasket；9, reserved opening；10, high-strength bolt；11, expanding screw
Bolt；12, floor beam.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, the technical solution below in the present invention carries out clear
Chu is fully described by, it is clear that described embodiments are some of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
The present invention is to improve the ability that it resists eaerthquake damage comprising: by designing, preparation high-strength bolt, nut, light are round
Reinforcing bar, rubber sheet gasket, band steel band, zinc-coated wire mesh sheet, cast-in-place barnacle collar tie beam and steel fibre etc., in which:
Reinforcing bar is placed in the barnacle collar tie beam central axis at floor, crosses wall and passes through from the gap between block, is not required to
Vertical with metope, being easily propagated through with construction is advisable, and on the outside of wall face, all reinforcing bars are both passed through, and in inner side of outer wall, half
It skims the upper floor in collar tie beam on reinforcing bar to go out to appear to floor, half level goes out to appear；And for interior wall, half steel in collar tie beam
Muscle is upper in collar tie beam to be skimmed to upper floor to go out to appear, and level is in lower layer's flooring exposure head in collar tie beam for half reinforcing bar, and both ends are revealed
Head goes out collar tie beam at least 150mm.Mortar in collar tie beam uses cement mixing, and barnacle collar tie beam side indent is lower than inside and outside metope about
30mm；
Four side of zinc-coated wire mesh sheet passes through the standard component that Edge Enhancement band steel band is formed, wherein the rubber sheet gasket in standard component
Thickness 2mm, steel fabric sheet is fixed in factory, it is connected afterwards using frictional high-strength bolts every hole, nut is tightened；Steel wire
The steel wire of mesh sheet is the zinc-coated wire of non-mopping, and 20 × 20mm of size of mesh opening is in prismatic, and zinc-coated wire diameter 4.5mm, market has
It sells；
Basis uses barnacle cement strip footing, and by reinforcing bar buried foundation, reinforcing bar tenses zinc-coated wire mesh sheet standard component
Preformed hole after tense, after bend to hook-shaped locking, placing concrete covers reinforcing bar, formed cover to reinforcement, avoid reinforcing bar
Corrosion.
Reinforcing bar of appearing is tightened after embedded bar is passed through steel fabric sheet standard component reserving hole when construction, using same method
Fixed even level steel fabric sheet standard component, is pulled to one layer of structure for basic steel fabric sheet, even level steel fabric sheet standard component, passes through
Reinforcing bar appears after reserving hole, and it is hook-shaped to tighten into, successively fixes steel fabric sheet standard component, and touch ash at collar tie beam surface, ash
Thickness, which is subject to, plasters to surface of wall, forms cover to reinforcement.
Short steel fibre, length of steel fiber 30mm are mixed in mud, the amount of mixing is carried out according to volume volume 1%, stirred with soil
It mixes uniformly, the ability to fall off to improve preventing rain wash, and mortar joint layer anti-cracking ability can be improved.
Then it successively follows these steps to carry out:
Step 1: pouring stone strip footing, and width is 200mm wider than wall, and depth of section 300-500mm, intensity is not
C20 should be lower than.The spiral of pre-buried 12mm in collar tie beam, bar spacing 150mm, on the outside of wall face, all reinforcing bars are worn
It crosses, and skims the upper floor in collar tie beam in inner side of outer wall, half reinforcing bar and go out to appear in floor, half level goes out to appear；And it is right
In half reinforcing bar in interior wall, collar tie beam, upper skim to upper floor is appeared out in collar tie beam, and half reinforcing bar keeps level simultaneously in collar tie beam
Go out to appear in flooring, length of appearing 150mm.
Step 2: masonry panel mixes short steel fibre in mud used, and the amount of mixing is carried out according to volume volume 1%, to every
After layer building wall, stone cement collar tie beam is built by detailing requiments at floor structure height.
Step 3: it after the concrete strength of collar tie beam reaches age, is appeared by reinforcing bar across zinc-coated wire mesh sheet standard
After preformed hole on part, stretching wire mesh sheet standard component and the reinforcing bar that will appear are tightened into hook-shaped, pay attention to building by wall outer side
When stone, vegetable seeds is placed in crust mud ash seam, the high 300mm of collar tie beam, places floor wooden frame on collar tie beam top, wooden frame is deep
Enter no less than 200mm in wall；
Step 4: pay attention to adjusting window hole peripheral size line when tensioning assembly steel fabric sheet standard component, avoid steel fabric sheet
Window hole is blocked, wherein opening holes size is slightly larger than window hole on steel fabric sheet, uses expansion bolt by steel fabric sheet mark afterwards
Quasi- part is fixed, and adds band steel plate band, strip thickness 8mm, in strip intersection along 45 degree on the steel fabric sheet hole periphery opened up
Angle constitutes indeformable rigid region under external force repeated action using four frame of periphery is formed after butt weld welding.
Step 5: after zinc-coated wire mesh sheet fixes, the Turf Culture or plantation is creeped plant on wall side between wall crack,
Beautify metope, forms green screen；And because being that soil water-retaining property is strong in mortar joint, it is easy to plant survival, can adjusts in summer room
Temperature, energy conservation and environmental protection.
In the present invention, the interior collar tie beam being arranged of wall wears collar tie beam embedded bar, zinc-coated wire mesh sheet standard component and steel fibre mud
Slurry constitutes one for irregular stone-made house wall entirety and the new process of local strengthening.
Embodiment:
As shown in Fig. 1-Fig. 7, barnacle wall provided by the invention reinforces method, comprising:
By stone, soil and the short steel fibre, zinc-coated wire mesh sheet standard component 2, masonry stone for designing preparation barnacle wall 1
It is the raw material of cement strip footing 3, the raw material of steel fibre mud 5, steel band 6, reinforcing bar 7, rubber sheet gasket 8, high-strength bolt 10, swollen
Swollen bolt 11, floor beam 12.Wherein:
The production method of zinc-coated wire mesh sheet standard component 2 are as follows: place inside and outside two layers of band steel band at zinc-coated wire mesh sheet edge
6, it is subsequently filled rubber sheet gasket 8, then pass through the mesh of bolt hole and zinc-coated wire mesh sheet by high-strength bolt 10, tightens high-strength spiral shell
The nut of bolt 10 and be made, zinc-coated wire mesh sheet standard component 2 factory process produce, inside be provided with window reserved opening 9.
The reinforcement processing mode of window reserved opening 9 on steel fabric sheet are as follows: reserved opening 9 is slightly larger than window hole thereon,
9 periphery of steel fabric sheet reserved opening adds steel plate band steel band 6, and steel plate tape thickness 10mm is adopted in band steel band intersection along 45 degree of angles
Four frame of periphery is formed after being welded with butt weld；Adjustment is consolidated after not blocking window using expansion bolt 11 and hole periphery wall
It is fixed.
Then it successively follows these steps to carry out:
Step 1: stone cement strip footing 3 is built, width is 200mm wider than wall, deep 300-500mm, the stone poured
Block cement ground beam intensity is not lower than C20, when masonry pre-buried diameter be 12mm reinforcing bar 7.
Step 2: building each layer wall in house, and short steel fibre is mixed in mud used, steel fibre mud 5 is formed, to every
After layer building wall, stone cement collar tie beam 4 is built at floor structure absolute altitude degree, strength grade used is not lower than C20.
In 4 inside embedded bar 7 of collar tie beam, bar spacing 150mm, for the wall outer side of exterior wall, the equal level of all reinforcing bars 7 is pierced by, and
It skims the upper floor in collar tie beam for inner side of outer wall, on half reinforcing bar 7 to go out to appear in floor, half level goes out to appear；And for
Interior wall, half reinforcing bar 7 is upper in collar tie beam in collar tie beam skims to upper floor to go out to appear, and half reinforcing bar 7 keeps level simultaneously in collar tie beam
Go out to appear in flooring, length of appearing 150mm；
Step 3: floor beam 12, floor beam can be placed on collar tie beam top after construction intensity by reaching after stone cement collar tie beam 4
12 go deep into no less than 200mm in wall；
Step 4: it for exterior wall lateral surface, is appeared by embedded bar 7 in stone cement strip footing 3 across zinc-plated
It tightens after preformed hole on steel fabric sheet standard component 2, even level embedded bar 7 is appeared across zinc-coated wire using same method
Mesh sheet standard component 2, which tenses and tightens reinforcing bar 7, appears into hook-shaped fixation afterwards, then basal layer zinc-coated wire mesh sheet 2, two layers of structure are plated
Zinc steel fabric sheet standard component 2 is tightened at one layer of cement collar tie beam 4 of structure, and reinforcing bar 7 is passed through junction to galvanized steel wire netting together
Reinforcing bar is tightened after the preformed hole of piece standard component 2 to appear and bend to hook-shaped locking, completes one layer of structure, two layers of reinforcement；Again according to
This method successively completes the reinforcement construction of other each structure sheafs.
Step 5: for inner side of outer wall face and interior wall, then directly zinc-coated wire mesh sheet standard component 2 is spread in This floor
It is good, be taped against at floor collar tie beam 4 thereon, under be taped against at floor upper surface.The reinforcing bar 7 in lower layer house is appeared across close to floor
It is tightened after bottom row's preformed hole of the zinc-coated wire mesh sheet standard component 2 of upper surface, the reinforcing bar 7 at collar tie beam 4 is appeared across zinc-coated wire
It is tightened after the top row preformed hole of mesh sheet standard component 2, that is, completes the assembly of interior wall zinc-coated wire mesh sheet standard component 2.
Step 6: pay attention to adjusting window hole peripheral size line when tensioning assembly zinc-coated wire mesh sheet standard component 2, what is opened up
9 periphery of reserved opening adds band steel band 6, band steel band 6 with a thickness of 8mm, use butt weld along 45 degree of angles in strip intersection
Four frame of periphery is formed after welding；Adjustment zinc-coated wire mesh sheet avoids blocking window hole, and wherein galvanized steel wire netting on piece opens up reserved
Hole 9, size is slightly larger than window hole, and passes through the pre- of the band steel band 6 on zinc-coated wire mesh sheet standard component 2 using expansion bolt 11
It boxes out and is fixed with periphery wall behind hole, wherein 11 arranged for interval of expansion bolt, door opening reserved opening processing mode of studying in the same school is identical.
Step 7: plastering outside stone cement collar tie beam 4, in the external placing concrete of stone cement strip footing 3, lid
Firmly reinforcing bar 7 is appeared, and forms cover to reinforcement；Exterior wall inner surface and 4 processing mode of interior wall collar tie beam are identical, but right with exterior wall
Reinforcing bar 7 above interior wall floor beam 12 be bent into it is hook-shaped after, the abutting metope of reinforcing bar 7 is socketed, using coat of plaster as stretching
The protective layer of the reinforcing bar 7 of metope out.The plant that creeps is planted on exterior wall side, beautifies metope, forms green screen；And because mortar joint is
Soil water-retaining property is strong, is easy to plant survival, can adjust summer room temperature, energy conservation and environmental protection.
Present invention is particularly suitable for the agriculture room exterior walls that the irregular stone built using mud is built.
Finally, it should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations；Although
Present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: it still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features；
And these are modified or replaceed, technical solution of various embodiments of the present invention that it does not separate the essence of the corresponding technical solution spirit and
Range.
Claims (5)
1. a kind of barnacle wall reinforces method characterized by comprising
Step 1: it builds stone cement strip footing (3), width is 200mm wider than wall, deep 300-500mm；
Step 2: building each layer bearing wall in house, and short steel fibre is mixed in mud used, is formed steel fibre mud (5), to
After every layer of building wall, it is close to build stone cement collar tie beam (4) on the downside of floor beam (12), in stone cement collar tie beam (4)
Portion's embedded bar (7), reinforcing bar (7) spacing 150mm；For the wall outer side of exterior wall, all reinforcing bars (7) are both passed through, and for outer
Side within the walls skims the upper floor in collar tie beam on half reinforcing bar (7) and goes out to appear in floor, and half level goes out to appear；And for interior wall,
Half reinforcing bar (7) is upper in collar tie beam in collar tie beam skims to upper floor to go out to appear, half reinforcing bar in collar tie beam level in lower layer's flooring
It appears out, length of appearing 150mm；
Step 3: floor beam can be placed on stone cement collar tie beam (4) top after construction intensity by reaching after stone cement collar tie beam (4)
(12), floor beam (12) gos deep into no less than 200mm in wall；
Step 4: for exterior wall alien invasion, embedded bar (7) appears across zinc-plated in stone cement strip footing (3)
It tightens after preformed hole on steel fabric sheet standard component (2), even level embedded bar (7) is appeared across zinc-plated using same method
Steel fabric sheet standard component (2) tense and tighten reinforcing bar (7) appear into it is hook-shaped after it is fixed, then by basal layer zinc-coated wire mesh sheet standard
Two layers of part (2), structure zinc-coated wire mesh sheet standard component (2) are tightened at one layer of stone cement collar tie beam (4) of structure, by reinforcing bar (7)
Reinforcing bar is tightened after preformed hole of the junction to zinc-coated wire mesh sheet standard component (2) together to appear and bend to hook-shaped locking,
Complete one layer of structure, two layers of reinforcement；The reinforcement that method successively completes other each structure sheafs according to this again is constructed；
Step 5: for inner side of outer wall face and interior wall, then directly completing zinc-coated wire mesh sheet standard component (2) in This floor,
Be taped against at floor stone cement collar tie beam (4) thereon, under be taped against at floor upper surface；The reinforcing bar (7) in lower layer house is appeared and is worn
It is tightened after crossing bottom row's preformed hole of the zinc-coated wire mesh sheet standard component (2) close to floor upper surface, at stone cement collar tie beam (4)
Reinforcing bar (7) is appeared to be tightened after the top row preformed hole of zinc-coated wire mesh sheet standard component (2), i.e. completion interior wall zinc-coated wire mesh sheet
The assembly of standard component (2)；
Step 6: plastering outside stone cement collar tie beam (4), in the external placing concrete of stone cement strip footing (3), lid
Firmly reinforcing bar (7) appear, and form cover to reinforcement；Exterior wall inner surface and interior wall stone cement collar tie beam (4) processing mode and exterior wall
Identical, but for the reinforcing bar (7) of interior wall floor beam (12) above be bent into it is hook-shaped after, need to by reinforcing bar (7) be close to metope draw
It connects, the protective layer using coat of plaster as the reinforcing bar (7) for stretching out metope.
Step 7: the plant that creeps is planted on exterior wall side, beautifies metope, forms green screen.
2. the method according to claim 1, wherein the stone cement collar tie beam intensity poured is not less than C20, steel
The diameter of muscle (7) is 12mm, and stone diameter is preferably less than 100mm.
3. the method according to claim 1, wherein the production method of zinc-coated wire mesh sheet standard component (2) are as follows:
Inside and outside two layers of band steel band (6) is placed at zinc-coated wire mesh sheet edge, is subsequently filled rubber sheet gasket (8), then passes through high-strength bolt (10)
Across bolt hole and the mesh of zinc-coated wire mesh sheet, tighten the nut of high-strength bolt (10) and be made, inside to be provided with window reserved
Hole (9).
4. according to the method described in claim 3, it is characterized in that, tensioning needs to adjust when assembling zinc-coated wire mesh sheet standard component (2)
Whole window hole peripheral size line adds band steel band (6), band steel band (6) thickness 10mm on reserved opening (9) periphery opened up,
Band steel band (6) intersection is along 45 degree of angles using formation four frame of periphery after butt weld welding；Adjustment zinc-coated wire mesh sheet avoids hiding
Window hole is kept off, wherein galvanized steel wire netting on piece opens up reserved opening (9), and size is slightly larger than window hole, and uses expansion bolt
(11) it is fixed after passing through the reserving hole of the band steel band (6) on zinc-coated wire mesh sheet standard component (2) with periphery wall, wherein expanding
Bolt (11) arranged for interval；Door opening schoolmate's reserved opening processing mode is identical.
5. the method according to claim 1, wherein in the steel fibre mud (5) short steel fibre the amount of mixing
It is carried out according to volume volume 1%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611037733.8A CN106760593B (en) | 2016-11-23 | 2016-11-23 | A kind of barnacle wall reinforcement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611037733.8A CN106760593B (en) | 2016-11-23 | 2016-11-23 | A kind of barnacle wall reinforcement method |
Publications (2)
| Publication Number | Publication Date |
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| CN106760593A CN106760593A (en) | 2017-05-31 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003155827A (en) * | 2002-09-30 | 2003-05-30 | Asahi Kasei Corp | Future-extension residence |
| CN202081575U (en) * | 2011-05-12 | 2011-12-21 | 河北农业大学 | Ring beam made of dense mesh steel wire mesh |
| CN202689240U (en) * | 2012-07-05 | 2013-01-23 | 西安建筑科技大学 | Stone wall body |
| CN103046665A (en) * | 2012-12-14 | 2013-04-17 | 北京工业大学 | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof |
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Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003155827A (en) * | 2002-09-30 | 2003-05-30 | Asahi Kasei Corp | Future-extension residence |
| CN202081575U (en) * | 2011-05-12 | 2011-12-21 | 河北农业大学 | Ring beam made of dense mesh steel wire mesh |
| CN202689240U (en) * | 2012-07-05 | 2013-01-23 | 西安建筑科技大学 | Stone wall body |
| CN103046665A (en) * | 2012-12-14 | 2013-04-17 | 北京工业大学 | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof |
| CN103046665B (en) * | 2012-12-14 | 2015-06-17 | 北京工业大学 | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof |
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