CN104763158B - Tenon joint type light-weight aggregate chained block construction method - Google Patents
Tenon joint type light-weight aggregate chained block construction method Download PDFInfo
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Abstract
The present invention relates to a kind of tenon joint type light-weight aggregate chained block construction method, comprise the steps: setting-out typesetting, according to clear height walling unit carried out typesetting: cleaning and surveying setting-out；Stem stem, armful frame, horizontal binder Bar Anchorage；Pedestal concreting；Building block is constructed；Secondary structure concrete construction；Water, fulgurite process.Using tenon joint type light-weight aggregate chained block to decrease the input amount of the materials such as reinforcing bar, template, concrete in the present invention, the minimizing that the input amount of material is relative makes construction technology relatively easy, thus shortens the construction period；Use this material to build by laying bricks or stones, also eliminate plastering process, substantially increase speed of application.Stem stem in the present invention replaces constructional column, embraces frame post, use U-shaped building block that collar tie beam is installed, template is avoided to use, avoid plastering, important function has been played in xoncrete structure is built, it saves time material-saving in construction, build wall surface levelling by laying bricks or stones, for whole building frame alleviate burden also can effectively the reduction of erection time and reduction cost.
Description
Technical field
The invention belongs to technical field of building construction, especially a kind of tenon joint type light-weight aggregate chained block construction method.
Background technology
Tenon joint type light-weight aggregate chained block is with cement as cementing material, the band tenon made for light-weight aggregate with blast-furnace cinder, stone nitre etc.
Groove and the lightweight small size hollow concrete blocks of tenon, for building partition wall.Have intensity height, hole ratio is big, density is suitable
In, surface of wall smooth, can be directly at basic unit's brushing gypsum facing (damp rooms thin-coat plaster dry-mixed mortar), construction is simple combines
Close the features such as cost is low.At present, also there is no a set of construction method about tenon joint type light-weight aggregate chained block.
When carrying out secondary structure construction, traditional way uses air-entrained concrete building block, the existence construction of this building block is loaded down with trivial details,
The problem that cost is high.
Through retrieval, find a documents relevant to present patent application:
The invention discloses a kind of cast-in-situ lightweight aggregate concrete filler wall slip-form construction template system and construction method, its template system includes
External mold and Nei Mo, external mold includes external mold framework and the first minute surface multi-layer sheet being connected on external mold framework, the external mold framework left and right sides
All being welded with reinforcing angle bar, the side reinforcing angle bar is provided with inverted L-shaped round steel, and external mould frame top of the trellis is welded with the first hook ring；Interior mould
Including sealing interior mould body, being provided with vibrator in interior mould body, interior mould body top is symmetrically arranged on two with two interior die shoe handles；Its
Method includes step: one, external mold and interior molding are made, two, external mold install, three, interior mould install, four, external mold reinforce and correction,
Five, light aggregate concrete pours, vibrates, six, template system promote, seven, step 5 be repeated several times to six, until pouring to away from former
At structure 150mm～250mm, eight, form removal.
Being contrasted by technical characteristic, there is relatively big difference in above-mentioned patent publication us and present patent application in technical scheme.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, it is provided that a kind of simple to operate, raising operating efficiency, low cost
Tenon joint type light-weight aggregate chained block construction method.
The solution of the present invention is achieved in that
A kind of tenon joint type light-weight aggregate chained block construction method, comprises the steps:
Step one, setting-out typesetting, carry out typesetting according to clear height to walling unit:
A, pedestal concrete thickness are 2 to 5cm, and going up most a skin brick with top concrete spacing is 1 to 1.5cm；
B, the end face of described building block are shaped with groove, to should the building block other end of groove protruding, carried out by groove, projection
Self is engaged reinforcing, and the middle part of this building block is hollow-core construction；
C, first piece of building block groove of the first skin brick start to build by laying bricks or stones against agent structure, and the second skin brick first piece cutting is built by laying bricks or stones；
D, the building block of door-window opening edge use special tack building block to build by laying bricks or stones；
Step 2, cleaning and surveying setting-out
Flooring partition wall surveying setting-out is carried out by Spindle control line during structure construction, it is ensured that the horizontal range between each axis is equal and upright；
Wall body line, the constructional column position line should be ejected during plane control on flooring, embrace water power hole to be provided on the position line, the metopes such as frame
The position line of mouth, corresponding stem stem uses the method hanging vertical line to be controlled with the position of end face beam slab；
Step 3, stem stem, armful frame, horizontal binder Bar Anchorage
Snap the line positions: in the position needing bar planting, carries out snap the line, longitudinal and transverse line intersection area along longitudinal and transverse direction, is bar planting
Bore position；
Boring: according to the bore position ejected, use the impact drilling；
Hole depth is more than 12 times of bar planting diameter, and aperture is more than the 2～4mm of bar planting diameter；
Clear hole: holed after a working face, carried out clear hole operation；
Injecting glue: anchoring adhesive is put into hole, glue amount meets colloid in reinforcing bar inserts metapore and fills full；
Bar planting: reinforcing bar is inserted in hole；
Step 4, pedestal concreting
A, there iing the room body of wall of waterproof requirement, using pea gravel concreten to pour pedestal by design requirements and lead wall, highly set with drawing
Meter requirement is as the criterion；
B, room body of wall without waterproof requirement, structure floor uses pea gravel concreten or mortar levelling, base thickness be generally 2 to
5cm, concrete size requires to be as the criterion with typesetting, and complete man-hour should will clean out with water on flooring, according to wall body relative contour and elevation line
Carry out formwork, correct after-pouring concrete.
Step 5, building block construction
A, putting down at the end: kitchen, defend the room of waterproof requirement, bottom uses pea gravel concreten to pour pedestal to lead beyond wall, remaining body of wall
Will be concordant with interior wall skin brickwork joint in time putting down the end, platform is gone out in outside, outside is skin-deep with structural wall flat after plastering；
B, the upper and lower piece of fissure of displacement of building block when laying bricks, sting raft, take block；
C, building block level, vertical mortar seam thickness are 4 to 6mm；
D, often build a skin brick by laying bricks or stones at stem stem position, carry out the perfusion work of core pole hole concrete simultaneously, first remove before pouring and land ash
Deng foreign material, filling process fills ash and vibrates；
Most going up a skin brick and building block edge is opened appropriately sized mouth, can pour into and facilitate closure to be advisable with concrete, concrete is from this
Mouth pours into, and it is floating that reinforcing bar pours dense rear surface；
E, building block are built by laying bricks or stones highly less than 1.6 meters every day, can continue to build by laying bricks or stones after 24 hours；Masonry corner and handing-over position should be simultaneously
Build by laying bricks or stones, set interim discontinuities to when can not build by laying bricks or stones and must stay simultaneously, oblique raft should be built into；
F, for room heater sheet, water heater and install the position such as special pipeline fixing point, with C20 element concrete by corresponding block interiors
Fill closely knit；
Step 6, secondary structure concrete construction
Carry out the reinforcing bar binding construction of constructional column, collar tie beam, stem stem, armful frame, constructional column, stem stem, armful frame coagulation by drawing
Soil, by manually pouring, is often built a skin brick by laying bricks or stones and is poured once, uses and manually vibrates；
Step 7, water, fulgurite process
When water, electricity stay groove, box out, processing method two kinds, the first processing method is to synchronize to carry out pipeline installation with masonry project；
Another kind of processing method is after masonry project completes, and before plastering, carries out the tick slot process of standpipe, horizontal tube.
And, in described step one C when the building block at edge is between 5-10cm, use the side that the building block of two pieces of edge is all cut
Method, it is ensured that edge building block is long more than a bat.
And, described step 5 B is stayed raft height less than 1.2m；
And, described step 5 D uses and vibrates manually.
And, in described step 5 E, oblique raft floor projection length is more than 2/3rds of height.
And, in described step 6, use U-shaped building block that collar tie beam is installed, be shaped with U-type groove in the middle part of this U-shaped building block, this U-shaped block
The both ends of the surface of block are formed respectively with groove and the projection of correspondence.
And, meet U-shaped building block width described in the position such as windowsill inadequate time, by the most sawed-off for building block, outside plank sheathing installs,
After using fixture fixing, then carry out concreting；Concrete delamination irrigates, and layering is vibrated, and interlayer concrete joint part is careful
Vibrate, it is ensured that concrete joint part vibration compacting.
And, in described step 7, the deep 30mm of described tick slot, wide 60mm, carry out cutting tick slot with cutting machine after snap the line；
Pipeline is installed after fixing, and tamps with dry concrete, and outside 150mm width glass fiber reticular cloth linked network processes,
After carry out plastered work.
Advantages of the present invention and good effect be:
1, low cost, tenon joint type light-weight aggregate chained block eliminates the through tension rib of the level in body of wall, decreases amount of reinforcement.
2, overall reliable, dedicated mortar is built by laying bricks or stones, and building block is all linked with one another with building block, adds the bulk strength of body of wall.
3, Simplified flowsheet, eliminates constructional column, embraces the template of frame post, and building block replaces ring beam template, decreases reinforcing bar and template
Consumption；Eliminating mortar, direct brushing gypsum, surface layer thin-coat plaster, cracking resistance is good.
4, accelerate speed of application, use tenon joint type light-weight aggregate chained block to decrease the input of the materials such as reinforcing bar, template, concrete
Amount, the minimizing that the input amount of material is relative makes construction technology relatively easy, thus shortens the construction period；This material is used to build by laying bricks or stones,
Also eliminate plastering process, substantially increase speed of application.
5, the stem stem in the present invention replaces constructional column, embraces frame post, uses U-shaped building block to install collar tie beam, it is to avoid template uses, avoids
Plastering, played important function in xoncrete structure is built, it saves time material-saving in construction, builds wall surface levelling by laying bricks or stones, for whole
Building frame alleviate burden also can effectively the reduction of erection time and reduction cost.
Accompanying drawing explanation
Fig. 1 is the perspective view of building block in invention；
Fig. 2 is the front view of U-shaped building block in the present invention；
Fig. 3 is the upward view of Fig. 2.
Detailed description of the invention
The invention will be further described below in conjunction with the accompanying drawings and by specific embodiment.
A kind of tenon joint type light-weight aggregate chained block construction method, this construction method is applicable to the construction of secondary structure masonry panel, and
Being applicable to antidetonation earthquake intensity is 8 degree and following area, comprises the steps:
Step one, setting-out typesetting
According to clear height, walling unit is carried out typesetting, carries out the most according to the following rules:
A, pedestal concrete thickness are generally 2 to 5cm, control most to go up a skin brick with top concrete spacing at 1-1.5cm as far as possible,
To facilitate process.The structure of described building block is as it is shown in figure 1, the end face of this building block is shaped with groove 4, to should the building block of groove
Other end projection 3, carries out self occlusion by protruding, groove and reinforces, and the middle part of this building block is hollow 4 structures.
B, first piece of building block groove of the first skin brick start to build by laying bricks or stones against agent structure, and the second skin brick first piece cutting is built by laying bricks or stones, it is therefore an objective to
Ensure that the building block seam between upper and lower skin brick is staggered.If edge building block is between 5-10cm, use the building block of two pieces of edge equal
The method of cutting, it is ensured that edge building block is long more than a bat.
C, the building block of door-window opening edge, if not full sized brick, use special tack building block to build by laying bricks or stones, to ensure door-window opening edge
Quality.
Step 2, cleaning and surveying setting-out
Should carry out by Spindle control line during structure construction during flooring partition wall surveying setting-out, should ensure that the horizontal range between each axis is equal
And it is upright.
Wall body line, the constructional column position line should be ejected during plane control on flooring, embrace frame (door-window opening, equipment reserved opening) position
Putting the position line of water power reserved opening on line, metope, corresponding stem stem uses, with the position of end face beam slab, the method hanging vertical line
It is controlled.
Step 3, stem stem, armful frame, horizontal binder Bar Anchorage
Correlation technique file and the work of technical guidance of job site is provided by bar planting unit, material selection special chemistry anchoring adhesive,
And it is equipped with drilling machine, clear hole instrument etc..
Main construction method:
Snap the line positions: comparison construction drawing, in the position needing bar planting, carries out snap the line along direction in length and breadth, co-ordination intersection area,
It is the bore position of bar planting.
Boring: according to the bore position ejected, with the impact drilling, hole depth presses d+2～4mm control by >=12d consideration, aperture
System.Use impact brill to be perpendicular to body structure surface uniformly to pierce, in order to the perpendicularity of keyhole.
Clear hole: after a working face of having holed, clear hole operation can be carried out.The purpose in clear hole is intended to dust in blowing-out hole, uses
Brush special and hair-dryer (rubber balloon, hand propelled inflator or manual, hair drier) cooperation are carried out." four blow clear Kong Shiyong
Three brushes " method, i.e. first blowing-out hole floating dust, then clean hole wall with water with brush special, when cleaning with water, hairbrush pull in hole rotates, so
Repeatedly blow brush, clean out dust in hole.
Injecting glue: expected by the A in anchoring adhesive, B material carries out being sufficiently mixed (100:1～100:2), puts into hole, and glue amount should expire
In foot reinforcing bar inserts metapore, colloid is filled full.
Bar planting: reinforcing bar being inserted (the available method rotated or rush) in hole, forbidding disturbance reinforcing bar before adhesive curing, in order to avoid affecting anchor
Gu effect.(noting: reinforcing bar gets rusty and prohibits the use of, it is necessary to could use after rust cleaning)
Operable time: 10～120min.
Agent structure tension rib way is ibid.
Step 4, pedestal concreting
In the room having waterproof requirement, using pea gravel concreten to pour pedestal by design requirement and lead wall, height is to want with layout design
Ask and be as the criterion.Without the room body of wall of waterproof requirement, pea gravel concreten or mortar levelling, pedestal when structure floor out-of-flatness, need to be used
Thickness is generally 2-5cm, and concrete size requires to be as the criterion with typesetting, and complete man-hour should will clean out with water on flooring, according to wall body
Relative contour and elevation line carry out formwork, correct after-pouring concrete.
Step 5, building block construction
A, putting down at the end: this engineering arouses attention when putting down the end especially, kitchen, defend the room of waterproof requirement, bottom uses pea gravel concreten
Pouring pedestal and lead beyond wall, remaining body of wall (will be controlled with interior architecture elevation line with interior wall skin brickwork joint is concordant in time putting down the end
The skin number of brick), platform is gone out in outside, outside is put down with structural wall skin after plastering.End skin brick must be filled concrete in brick hole and shake
Could continue up to build by laying bricks or stones, to ensure the pouring quality of stem stem after puddling is real.
B, masonry upper and lower block fissure of displacement when laying bricks, sting raft, take block (building block pressure layer building block center line in upper strata is advisable), serious arrisdefect
Building block should not use.Oblique raft should be stayed when staying raft, stay raft height as far as possible less than 1.2m.Building block brick wall should draw logical line to build by laying bricks or stones, and should
With building with hanging, leaning on, it is ensured that wall body vertical, smooth.Marked rod must be made, to ensure the height phase of every skin masonry before building by laying bricks or stones
With.
C, masonry level, vertical mortar seam thickness are 4-6mm, must not occur blind seam, transparent seam when building by laying bricks or stones.Often build a skin building block,
With regard to carrying out raking process after bit correction at any time, carry out raking subsequently, unnecessary mortar is struck off with big shovel, regains in ash bucket.
D, often build 1 skin brick by laying bricks or stones at stem stem position, carry out the perfusion work of core pole hole concrete simultaneously, first remove before pouring and land ash
Deng foreign material, filling process fills ash and vibrates (employing of vibrating is vibrated manually), when vibrating, should be noted the displacement of brick,
Find that shift variance just allows the construction of next procedure after should adjusting in time.Most go up a skin brick and appropriately sized mouth opened at brick edge,
Size can pour into and facilitate closure to be advisable with concrete, and concrete pours into from this mouth, and it is floating that reinforcing bar pours dense rear surface.
Every day is built the most preferably greater than 1.6 meters by laying bricks or stones in E, building block, and low temperature season should suitably reduce.Can continue after 24h to build by laying bricks or stones.Build
Body corner and handing-over position should be built by laying bricks or stones simultaneously, set interim discontinuities to can not build by laying bricks or stones and must stay simultaneously, should be built into oblique raft (oblique raft
Floor projection length is no less than the 2/3 of height).
F, for room heater sheet, water heater and install the position such as special pipeline fixing point, it should with C20 element concrete by corresponding building block
Internal filling closely knit, this work should make marks process in line setting works, in order to does not leak item in building construction.
Step 6, secondary structure concrete construction
Carry out the reinforcing bar binding construction of constructional column, collar tie beam, stem stem, armful frame, constructional column, stem stem, armful frame coagulation by drawing
Soil, by manually pouring, is often built 1 skin brick by laying bricks or stones and is poured and the most manually vibrate, must not firmly ram, prevent building block from shifting.This engineering method circle
Beam forms use U-shaped building block 5 replace normal wood template, the structure of U-shaped building block as shown in Figure 2 and Figure 3, in the middle part of this U-shaped building block
Being shaped with U-type groove 6, the both ends of the surface of this U-shaped building block are formed respectively with the groove 8 and protruding 7 of correspondence, and groove and protruding cooperation are effective
Improve U-shaped building block coordinate firmness, in the U-type groove of U-shaped piece install collar tie beam, therefore save template.When meeting window
When the positions such as platen U-shaped building block width is inadequate, U-shaped building block is cut in the outer part, general saw about 5cm, outside plank sheathing
Install, after fixture is fixing, then carry out concreting.Concrete delamination irrigates, and layering is vibrated, and interlayer concrete joint part is young
Carefully vibrate, it is ensured that concrete joint part vibration compacting.Concrete construction completes, cleans out working face, and sole of accomplishing to have lived is clear.
Step 7, water, fulgurite process
When water, electricity stay groove, box out, processing method two kinds, the first processing method is to synchronize to carry out pipeline installation with masonry project；
Another kind of processing method is after masonry project completes, and before plastering, carries out the tick slot process of standpipe, horizontal tube, and tick slot is deep
30mm, wide 60mm, after snap the line, just permission cutting machine carries out cutting tick slot (stopping non-snap the line directly uses artificial craft to pick chisel).
Pipeline is installed after fixing, and tamps with dry concrete, and outside 150MM width glass fiber reticular cloth linked network processes, the most laggard
Row plastered work.This programme requires that use first method, i.e. hydroelectric line indwelling to build synchronization by laying bricks or stones with engineering is carried out as far as possible.Second
Kind of method is the processing method of fluting after local horizontal spool, should avoid as far as possible.
The present invention is following (seeing table one) with traditional handicraft performance analysis contrast:
Table one
According to project Ming Run pavilion three, Oak Tree gulf, the China Resources phase high level project constructed, a certain face wall body is added up, concrete cost
Comprehensive Correlation is following (seeing table two):
Table two
Show that the comprehensive price difference with light aggregate building block and shale brick building block is respectively 19.74 yuan and 23.17 yuan with identical control methods.
Application example
1, project Ming Run pavilion three, China Resources Oak Tree gulf phase high level project be positioned at Hong Ze street, Dongli District, Tianjin, great Cheng host, Kang Huilu,
In the residential area that great aspirations road surrounds.This engineering overall floorage about 121175.17, engineering is point block on the ground, joins
Set Gongjian underground is garage, indoor bicycle parking area, transformer station and heat exchange station, karyomerite 5,6 grades of people's air defenses of core.
2, Ba Lizhou COUNTRY GARDEN in Tianjin is positioned at west side, Ba Litai COUNTRY GARDEN, Tianjin according to great waves garden 11 bid section, by 22#-27# six building
The high-rise composition of 25 layers, sets one layer of underground garage in the middle of six building high levels.This bid section borders on calm and peaceful road in the west, Dong Lin COUNTRY GARDEN villa quarter,
Bordering on COUNTRY GARDEN 10 bid section in the south, north is COUNTRY GARDEN 12 bid section, and 11 bid section overall floorages are 76671 square metres.
3, rising sun brightness Yu Fu (Tianjin) phase show area engineering is positioned at Xiqing District, Tianjin, by 15# building villa, institute of club, and 2
Building composition, gross floors area is 3292.93m2。
Above three project secondary structure all uses tenon joint type light-weight aggregate chained block to construct, and surface quality is good, saves plastering process,
Greatly speeding up speed of application, building block is all linked with one another with building block, adds the resistance to overturning of body of wall, draws without level is through simultaneously
Knot muscle, cost-effective, obtain the consistent favorable comment of management, Party A and quality supervised department, create good society and economic effect
Benefit.
It is emphasized that embodiment of the present invention is illustrative rather than determinate, therefore the present invention includes also
It is not limited to the embodiment described in detailed description of the invention, every is drawn according to technical scheme by those skilled in the art
Other embodiments, also belong to the scope of protection of the invention.
Claims (8)
1. a tenon joint type light-weight aggregate chained block construction method, it is characterised in that: comprise the steps:
Step one, setting-out typesetting, carry out typesetting according to clear height to walling unit:
A, pedestal concrete thickness are 2 to 5cm, and going up most a skin brick with top concrete spacing is 1 to 1.5cm；
B, the end face of described building block are shaped with groove, to should the building block other end of groove protruding, carry out self occlusion by groove, projection and reinforce, the middle part of this building block is hollow-core construction；
C, first piece of building block groove of the first skin brick start to build by laying bricks or stones against agent structure, and the second skin brick first piece cutting is built by laying bricks or stones；
D, the building block of door-window opening edge use special tack building block to build by laying bricks or stones；
Step 2, cleaning and surveying setting-out
Flooring partition wall surveying setting-out is carried out by Spindle control line during structure construction, it is ensured that the horizontal range between each axis is equal and upright；
Should eject wall body line, the constructional column position line during plane control on flooring, embrace the position line of water power reserved opening on the frame position line, metope, corresponding stem stem uses the method hanging vertical line to be controlled with the position of end face beam slab；
Step 3, stem stem, armful frame, horizontal binder Bar Anchorage
Snap the line positions: in the position needing bar planting, carries out snap the line, longitudinal and transverse line intersection area along longitudinal and transverse direction, is the bore position of bar planting；
Boring: according to the bore position ejected, use the impact drilling；
Hole depth is more than 12 times of bar planting diameter, and aperture is more than the 2～4mm of bar planting diameter；
Clear hole: holed after a working face, carried out clear hole operation；
Injecting glue: anchoring adhesive is put into hole, glue amount meets colloid in reinforcing bar inserts metapore and fills full；
Bar planting: reinforcing bar is inserted in hole；
Step 4, pedestal concreting
A, there iing the room body of wall of waterproof requirement, using pea gravel concreten to pour pedestal by design requirements and lead wall, be highly as the criterion with Design Requirement Drawing；
B, room body of wall without waterproof requirement, structure floor uses pea gravel concreten or mortar levelling, and base thickness is 2 to 5cm, concrete size requires to be as the criterion with typesetting, complete man-hour should will clean out with water on flooring, carries out formwork according to wall body relative contour and elevation line, corrects after-pouring concrete；
Step 5, building block construction
A, putting down at the end: kitchen, defend the room of waterproof requirement, bottom uses pea gravel concreten to pour pedestal to lead beyond wall, and remaining body of wall will be concordant with interior wall skin brickwork joint in time putting down the end, be gone out by platform in outside, and outside is skin-deep with structural wall flat after plastering；
B, the upper and lower piece of fissure of displacement of building block when laying bricks, sting raft, take block；
C, building block level, vertical mortar seam thickness are 4 to 6mm；
D, often build a skin brick by laying bricks or stones at stem stem position, carry out the perfusion work of core pole hole concrete simultaneously, first remove before pouring and land ash foreign material, filling process fills grey and vibrates；
Most going up a skin brick and building block edge is opened appropriately sized mouth, can pour into concrete and convenient closure, concrete pours into from this mouth, and it is floating that reinforcing bar pours dense rear surface；
E, building block are built by laying bricks or stones highly less than 1.6 meters every day, can continue to build by laying bricks or stones after 24 hours；Masonry corner and handing-over position should be built by laying bricks or stones simultaneously, set interim discontinuities to when can not build by laying bricks or stones and must stay simultaneously, should be built into oblique raft；
F, for room heater sheet, water heater and install special pipeline fixing point position, with C20 element concrete by corresponding block interiors fill closely knit；
Step 6, secondary structure concrete construction
Carrying out the reinforcing bar binding construction of constructional column, collar tie beam, stem stem, armful frame by drawing, constructional column, stem stem, armful frame concrete by manually pouring, are often built a skin brick by laying bricks or stones and are poured once, use and manually vibrate；
Step 7, water, fulgurite process
When water, electricity stay groove, box out, processing method two kinds, the first processing method is to synchronize to carry out pipeline installation with masonry project；Another kind of processing method is after masonry project completes, and before plastering, carries out the tick slot process of standpipe, horizontal tube.
Tenon joint type light-weight aggregate chained block construction method the most according to claim 1, it is characterised in that: in described step one C when the building block at edge is between 5-10cm, use the method that the building block of two pieces of edge is all cut, it is ensured that edge building block is long more than a bat.
Tenon joint type light-weight aggregate chained block construction method the most according to claim 1, it is characterised in that: described step 5 B is stayed raft height less than 1.2m.
Tenon joint type light-weight aggregate chained block construction method the most according to claim 1, it is characterised in that: described step 5 D uses and vibrates manually.
Tenon joint type light-weight aggregate chained block construction method the most according to claim 1, it is characterised in that: in described step 5 E, oblique raft floor projection length is more than 2/3rds of height.
Tenon joint type light-weight aggregate chained block construction method the most according to claim 1, it is characterized in that: in described step 6, using U-shaped building block to install collar tie beam, be shaped with U-type groove in the middle part of this U-shaped building block, the both ends of the surface of this U-shaped building block are formed respectively with groove and the projection of correspondence.
Tenon joint type light-weight aggregate chained block construction method the most according to claim 6, it is characterized in that: when U-shaped building block width described in chance windowsill position is inadequate, building block is the most sawed-off, and outside plank sheathing installs, after using fixture fixing, then carry out concreting；Concrete delamination irrigates, and layering is vibrated, and interlayer concrete joint part carefully vibrates, it is ensured that concrete joint part vibration compacting.
Tenon joint type light-weight aggregate chained block construction method the most according to claim 1, it is characterised in that: in described step 7, the deep 30mm of described tick slot, wide 60mm, carry out cutting tick slot with cutting machine after snap the line；
Pipeline is installed after fixing, and tamps with dry concrete, and outside 150mm width glass fiber reticular cloth linked network processes, and finally carries out plastered work.
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| CN106220127A (en) * | 2016-08-30 | 2016-12-14 | 董彬 | The preparation method of hollow structure stalk brick |
| CN112554376A (en) * | 2020-12-23 | 2021-03-26 | 三梁环境技术(山西)有限公司 | Novel lightweight aggregate concrete bearing slat building block and manufacturing method thereof |
| CN115217241A (en) * | 2022-08-16 | 2022-10-21 | 中国建筑第二工程局有限公司 | Secondary structure masonry and electromechanical pipeline synchronous construction method |
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| US20070245673A1 (en) * | 1997-09-08 | 2007-10-25 | Dominic Cerrato | Flexible interlocking wall system |
| CN101443520A (en) * | 2006-05-10 | 2009-05-27 | 贝内科技私人有限公司 | Improvements relating to a concrete masonry hollow block |
| CN101307629B (en) * | 2008-07-03 | 2010-06-02 | 雷现治 | Fastener type self-decoration composite heat insulation high layer dwelling building module and its construction method |
| JP5280980B2 (en) * | 2009-10-02 | 2013-09-04 | 旭化成ホームズ株式会社 | Panel floating jig and panel moving method |
| CN203188459U (en) * | 2012-08-08 | 2013-09-11 | 刘轩豪 | Base material modules having intelligent type up-down left-right joggling structures |
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