CN104763158A - Joggle joint type lightweight aggregate interlocking block construction method - Google Patents
Joggle joint type lightweight aggregate interlocking block construction method Download PDFInfo
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Abstract
The invention relates to a joggle joint type lightweight aggregate interlocking block construction method. The method comprises the following steps of conducting setting out and composing, and conducting composing on wall building blocks according to the clear height; conducting cleaning, surveying and setting out; anchoring core columns, jambs on doors or windows and horizontal straining beam reinforcing steel bars; pouring concrete into a base; constructing building blocks; conducting secondary structure concrete construction; processing water and electric tubes. According to the joggle joint type lightweight aggregate interlocking block construction method, the joggle joint type lightweight aggregate interlocking blocks are used, so that the input quantities of materials of reinforcing steel bars, formworks, concrete and the like are decreased; as the input quantities of the materials are decreased relatively, the construction technology is simpler, and the construction period is shortened; as the joggle joint type lightweight aggregate interlocking blocks are used for construction, the plastering procedure is omitted, and the construction speed is greatly increased. The core columns replace constructional columns and jamb columns, a ring beam is installed through the U-shaped building blocks, no formwork is used, plastering is avoided, the joggle joint type lightweight aggregate interlocking block construction method plays an important role in concrete structure buildings, time and materials are saved during construction, the built wall is flat, loads are relieved for the whole building frame, the construction period can be effectively shortened, and the cost is lowered.
Description
Technical field
The invention belongs to technical field of building construction, especially a kind of tenon joint type light aggregate chained block construction method.
Background technology
Tenon joint type light aggregate chained block take cement as cementitious materials, and the band tongue-and-groove made for light aggregate with blast-furnace cinder, stone nitre etc. and the Lightweight aggregate concrete small hollow block of tenon, for building partition wall.Have that intensity is high, hole ratio is large, medium density, surface of wall are smooth, can directly at basic unit's brushing gypsum facing (damp rooms thin-coat plaster dry-mixed mortar), the features such as simple comprehensive cost is low of constructing.At present, a set of construction method about tenon joint type light aggregate chained block is not also had.
When carrying out secondary structure construction, traditional way adopts air-entrained concrete building block, the problem that existence construction is loaded down with trivial details, cost is high of this building block.
Through retrieval, find one section of 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 comprises external mold and internal mold, external mold comprises external mold framework and is connected to the first minute surface composite board on external mold framework, the external mold framework left and right sides is all 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; Internal mold comprises mould body in envelope, and be provided with vibrator in interior mould body, internal mold bodies top bilateral symmetry is provided with two interior die shoe handles; Its method comprises step: one, external mold and internal mold make, two, external mold is installed, three, internal mold is installed, four, external mold is reinforced and is corrected, five, light aggregate concrete is built, is vibrated, six, template system promote, seven, repeatedly repeat step 5 to six, until build to apart from original structure body 150mm ~ 250mm place, eight, form removal.
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
The object of the invention is to overcome the deficiencies in the prior art, provide a kind of simple to operate, increase work efficiency, tenon joint type light aggregate chained block construction method that cost is low.
The solution of the present invention is achieved in that
A kind of tenon joint type light aggregate chained block construction method, comprises the steps:
Step one, setting-out typesetting, according to clear height, typesetting is carried out to walling unit:
A, pedestal concrete thickness are 2 to 5cm, go up a skin brick most and top concrete spacing is 1 to 1.5cm;
One end face of B, described building block is 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, the first skin brick first piece of building block groove start to build by laying bricks or stones near agent structure, and the second skin brick first piece cutting is built by laying bricks or stones;
D, the building block of door and window hole edge adopt 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 undertaken by Spindle control line during structure construction, ensures that the horizontal range between each axis is equal and upright;
Should eject the position line of water power reserved opening on the position line, the metopes such as wall body line, the constructional column position line, armful frame during plane control on flooring, the position of corresponding stem stem and end face beam slab adopts the method for hanging vertical line to control;
Step 3, stem stem, armful frame, horizontal binder Bar Anchorage
Snap the line is located: in the position needing bar planting, carry out snap the line along longitudinal and transverse direction, longitudinal and transverse line intersection area, is the bore position of bar planting;
Boring: according to the bore position ejected, with the impact drilling;
Hole depth is greater than 12 times of bar planting diameter, and aperture is greater than 2 ~ 4mm of bar planting diameter;
Clear hole: holed after a work plane, carried out hole operation clearly;
Injecting glue: anchoring adhesive is put into hole, glue amount meets colloid in reinforcing bar insertion metapore and fills full;
Bar planting: by reinforcing bar patchhole;
Step 4, pedestal concreting
A, having the room body of wall of waterproof requirement, adopt pea gravel concreten to build pedestal by designing requirement and lead wall, height is as the criterion with Design Requirement Drawing;
B, room body of wall without waterproof requirement, structure floor adopts pea gravel concreten or mortar levelling, and base thickness is generally 2 to 5cm, concrete size requires to be as the criterion with typesetting, complete man-hour should clean out on flooring with water, carries out formwork according to wall body relative contour and elevation line, corrects after-pouring concrete.
Step 5, building block construction
A, put down the end: kitchen, defend the room of waterproof requirement, bottom adopts pea gravel concreten to build pedestal to lead beyond wall, and all the other bodies of wall will be from will be concordant with interior wall skin brickwork joint when putting down the end, and gone out by platform in outside, outside is skin-deep flat with structural wall after plastering;
The upper and lower piece of fissure of displacement of B, 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 concrete perfusion work of core pole hole simultaneously, first remove before pouring and land ash and wait foreign material, fill with grey in filling process and vibrate;
Go up most the mouth that suitable size is opened at building block edge by a skin brick, can pour into concrete and facilitate shutoff to be advisable, concrete from then on mouth pours into, and it is floating that reinforcing bar pours dense rear surface;
E, building block to be built by laying bricks or stones and to be highly less than 1.6 meters every days, 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, establish interim discontinuities, should be built into oblique raft to when can not build by laying bricks or stones and must stay simultaneously;
F, for room heater sheet, geyser and install the positions such as special pipeline fixed point, with C20 element concrete, corresponding block interiors is filled 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 by drawing, constructional column, stem stem, armful frame concrete, by manually building, are often built a skin brick by laying bricks or stones and are built once, adopt and manually vibrate;
Step 7, water, fulgurite process
When water, electricity stay groove, box out, processing method two kinds, the first processing method synchronously carries 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, adopt the method that the building block of two pieces, edge is all cut, ensure that edge building block is greater than a bat long.
And, stay raft height to be less than 1.2m in described step 5 B;
And, adopt in described step 5 D and vibrate manually.
And oblique raft horizontal projection length is greater than 2/3rds of height in described step 5 E.
And in described step 6, adopt 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 shaped with corresponding groove and projection respectively.
And when described in the positions such as chance window sill, U-shaped building block width is inadequate, building block is sawed-off in the outer part, and outside wooden form installs, and after using fixture fixing, then carries out concreting; Concrete delamination pours into, and layering is vibrated, and interlayer concrete joint part carefully vibrates, and ensures concrete joint part vibration compacting.
And in described step 7, the dark 30mm of described tick slot, wide 60mm, carry out cutting tick slot with cutting machine after snap the line;
After pipeline is installed and fixed, tamp with harsh concrete, the process of outside 150mm wide glass fiber reticular cloth linked network, finally carries out plastered work.
Advantage of the present invention and good effect are:
1, cost is low, and tenon joint type light aggregate chained block eliminates the through tension rib of level in body of wall, decreases amount of reinforcement.
2, overall reliable, dedicated mortar is built by laying bricks or stones, building block and building block all linked with one another, add the bulk strength of body of wall.
3, Simplified flowsheet, eliminate constructional column, embrace the template of frame post, building block replaces ring beam template, decreases the consumption of reinforcing bar and template; Eliminate mortar consumption, direct brushing gypsum, surface layer thin-coat plaster, cracking resistance is good.
4, accelerate speed of application, use tenon joint type light aggregate chained block to decrease the input amount of the materials such as reinforcing bar, template, concrete, the minimizing that the input amount of material is relative makes construction technology relatively simple, thus shortens the construction period; Use this material 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, use U-shaped building block that collar tie beam is installed, template is avoided to use, avoid plastering, important function has been played in concrete structure building, it saves time material-saving in construction, build wall surface levelling by laying bricks or stones, for whole building frame alleviates burden also can effective reduction of erection time and reducing costs.
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
Below in conjunction with accompanying drawing, also by specific embodiment, the invention will be further described.
A kind of tenon joint type light aggregate chained block construction method, this construction method is applicable to the construction of secondary structure masonry panel, and to be applicable to antidetonation earthquake intensity be 8 degree and following area, comprises the steps:
Step one, setting-out typesetting
According to clear height, typesetting is carried out to walling unit, mainly carries out according to the following rules:
A, pedestal concrete thickness are generally 2 to 5cm, control to go up most a skin brick and top concrete spacing at 1-1.5cm, to facilitate process as far as possible.As shown in Figure 1, an end face of this building block is shaped with groove 4 to the structure of described building block, and to should the building block other end projection 3 of groove, carry out self occlusion by protruding, groove and reinforce, the middle part of this building block be hollow 4 structures.
B, the first skin brick first piece of building block groove start to build by laying bricks or stones near agent structure, and the second skin brick first piece cutting is built by laying bricks or stones, and object ensures that the building block seam between upper and lower skin brick is staggered.If when edge building block is between 5-10cm, adopt the method that the building block of two pieces, edge is all cut, ensure that edge building block is greater than a bat long.
C, the building block of door and window hole edge, if not full sized brick, adopt special tack building block to build by laying bricks or stones, to ensure the quality at door and window hole edge.
Step 2, cleaning and surveying setting-out
Should be undertaken 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 upright.
Should eject the position line of water power reserved opening on wall body line, the constructional column position line, armful frame (door and window hole, the equipment reserved opening) position line, metope during plane control on flooring, the position of corresponding stem stem and end face beam slab adopts the method for hanging vertical line to control.
Step 3, stem stem, armful frame, horizontal binder Bar Anchorage
Thered is provided the work of technical guidance of correlation technique file and job site by bar planting unit, the special chemical anchoring adhesive of material selection, and be equipped with drilling machine, clear hole instrument etc.
Main construction method:
Snap the line is located: contrast working drawing, and in the position needing bar planting, snap the line is carried out, co-ordination intersection area in edge in length and breadth direction, is the bore position of bar planting.
Boring: according to the bore position ejected, with the impact drilling, hole depth presses >=12d consideration, and aperture is pressed d+2 ~ 4mm and controlled.Churn drill is used evenly to pierce perpendicular to body structure surface, so that the verticality of keyhole.
Clear hole: after a work plane of having holed, can hole operation clearly be carried out.The object in clear hole wants dust in blowing-out hole, adopts brush special and hair-dryer (rubber balloon, hand propelled inflator or manual, hair drier) to coordinate and carry out.Clear Kong Shiyong " four blow three brushes " method, namely first blowing-out hole floating dust, then cleans hole wall with water with brush special, and when cleaning with water, hairbrush pull in hole rotates, and so repeatedly blows brush, cleans out dust in hole.
Injecting glue: the A material in anchoring adhesive, B material are fully mixed (100:1 ~ 100:2), put into hole, glue amount should meet colloid in reinforcing bar insertion metapore and fill full.
Bar planting: by (method of available rotation or punching) in reinforcing bar patchhole, forbid disturbance reinforcing bar before adhesive curing, in order to avoid affect anchoring effect.(noting: reinforcing bar gets rusty and prohibits the use, and could use after must eliminating rust)
Operable time: 10 ~ 120min.
Agent structure tension rib way is the same.
Step 4, pedestal concreting
In the room having waterproof requirement, adopt pea gravel concreten to build pedestal by designing requirement and lead wall, highly for be as the criterion with Design Requirement Drawing.Without the room body of wall of waterproof requirement, pea gravel concreten or mortar levelling need be adopted when structure floor out-of-flatness, base thickness is generally 2-5cm, concrete size requires to be as the criterion with typesetting, complete man-hour should clean out on flooring with water, carry out formwork according to wall body relative contour and elevation line, correct after-pouring concrete.
Step 5, building block construction
A, put down the end: arouse attention especially when this engineering puts down the end, kitchen, defend the room of waterproof requirement, bottom employing pea gravel concreten is built pedestal and is led beyond wall, all the other bodies of wall are from will concordant with interior wall skin brickwork joint (carrying out the skin number controlling brick with interior architecture elevation line) when putting down the end, gone out by platform in outside, outside is put down with structural wall skin after plastering.End skin brick must be filled concrete and could continue after vibration compacting up to build by laying bricks or stones, to ensure the pouring quality of stem stem in brick hole.
B, masonry upper and lower block fissure of displacement when laying bricks, sting raft, take block (upper strata building block pressure layer building block center line is advisable), the building block of serious arrisdefect should not use.Stay during raft and should stay oblique raft, stay raft height to be no more than 1.2m as far as possible.Building block brick wall should draw logical line to build by laying bricks or stones, and with block with hanging, leaning on, should guarantee wall body vertical, smooth.Must marked rod be made before building by laying bricks or stones, identical to ensure the height of every skin masonry.
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, just carry out raking process at any time after bit correction, carry out raking subsequently, the large shovel of unnecessary mortar is struck off, regains in ash bucket.
D, often build 1 skin brick by laying bricks or stones at stem stem position, carry out the concrete perfusion work of core pole hole simultaneously, before pouring first remove land ash wait foreign material, ash is filled with while vibrate (vibrate to adopt and vibrate manually) in filling process, should be noted the displacement of brick when vibrating, find the construction just allowing next procedure after shift variance should adjust in time.Go up most the mouth that suitable size is opened at brick edge by a skin brick, size can pour into concrete and facilitate shutoff to be advisable, and concrete from then on mouth pours into, and it is floating that reinforcing bar pours dense rear surface.
E, building block to be built by laying bricks or stones and highly should not be greater than 1.6 meters every days, and low temperature season should suitably reduce.Can continue after 24h to build by laying bricks or stones.Masonry corner and handing-over position should be built by laying bricks or stones simultaneously, establish interim discontinuities to can not build by laying bricks or stones and must stay simultaneously, should be built into oblique raft (oblique raft horizontal projection length should not be less than 2/3 of height).
F, for room heater sheet, geyser and install the positions such as special pipeline fixed point, should fill closely knit with C20 element concrete by corresponding block interiors, this work should make marks process in line setting work, not leak item in building construction.
Step 6, secondary structure concrete construction
Carrying out constructional column, collar tie beam, stem stem by drawing, embrace the reinforcing bar binding construction of frame, constructional column, stem stem, embracing frame concrete by manually building, often build 1 skin brick by laying bricks or stones and build and once manually vibrate, firmly must not ram, prevent building block to be shifted.This engineering method ring beam template adopts U-shaped building block 5 to replace normal wood template, the structure of U-shaped building block as shown in Figure 2 and Figure 3, U-type groove 6 is shaped with in the middle part of this U-shaped building block, the both ends of the surface of this U-shaped building block are shaped with corresponding groove 8 and protruding 7 respectively, groove and protruding cooperation effectively raise the firmness that U-shaped building block coordinates, in the U-type groove of U-shaped piece, collar tie beam is installed, therefore saves template.When meeting the position U-shaped building block width such as window sill and being inadequate, U-shaped building block cut in the outer part, general saw about 5cm, outside wooden form installs, and after fixture is fixing, then carries out concreting.Concrete delamination pours into, and layering is vibrated, and interlayer concrete joint part carefully vibrates, and ensures concrete joint part vibration compacting.Concrete construction completes, clean out work plane, 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 synchronously carries out pipeline installation with masonry project; Another kind of processing method is after masonry project completes, before plastering, carry out the tick slot process of standpipe, horizontal tube, the dark 30mm of tick slot, wide 60mm, after snap the line, just permission cutting machine carries out cutting tick slot (stopping non-snap the line directly adopts artificial craft to pick cutter).After pipeline is installed and fixed, tamp with harsh concrete, the process of outside 150MM wide glass fiber reticular cloth linked network, finally carries out plastered work.This programme requires to adopt first method as far as possible, and namely hydroelectric line indwelling is built by laying bricks or stones with engineering and synchronously carried out.Second method is the processing method of slotting after local horizontal spool, should avoid as far as possible.
The present invention and traditional handicraft performance analysis contrast as follows (see table one):
Table one
According to Oak Tree gulf, China Resources project Ming Run pavilion three phase of having constructed high-rise project, a certain face wall body is added up, concrete cost Comprehensive Correlation following (see table two):
Table two
Draw with identical control methods and be respectively 19.74 yuan and 23.17 yuan with the comprehensive price difference of light aggregate building block and shale brick building block.
Application example
1, the residential community that China Resources Oak Tree gulf project Ming Run pavilion three phase high-rise project is positioned at Hong Ze street, Dongli District, Tianjin, great Cheng host, Kang Huilu, great aspirations road surround.This engineering overall floorage about 121175.17 ㎡, engineering is point block on the ground, complement public building underground is garage, indoor bicycle parking area, transformer station and heat exchange station, karyomerite 5, core 6 grades of people's air defenses.
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, is made up of the high level of 25 layers, 22#-27# six building, establishes one deck 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, borders on COUNTRY GARDEN 10 bid section in the south, and north is COUNTRY GARDEN 12 bid section, and 11 bid section overall floorages are 76671 square metres.
3, rising sun brightness Yu Fu (Tianjin) first phase show area engineering is positioned at Xiqing District, Tianjin, and by 15# building villa, institute of club, 2 building compositions, gross floor area is 3292.93m
2.
Above-mentioned three project secondary structures all adopt tenon joint type light aggregate chained block to construct, surface quality is good, save plastering process, greatly accelerate speed of application, building block and building block all linked with one another, add the resistance to overturning of body of wall, simultaneously without the need to the through tension rib of level, cost-saving, obtain management, Party A and the consistent favorable comment of quality supervised department, create good Social and economic benef@.
It is emphasized that; embodiment of the present invention is illustrative; instead of it is determinate; therefore the present invention includes the embodiment be not limited to described in detailed description of the invention; every other embodiments drawn by those skilled in the art's technical scheme according to the present invention, belong to the scope of protection of the invention equally.
Claims (8)
1. a tenon joint type light aggregate chained block construction method, is characterized in that: comprise the steps:
Step one, setting-out typesetting, according to clear height, typesetting is carried out to walling unit:
A, pedestal concrete thickness are 2 to 5cm, go up a skin brick most and top concrete spacing is 1 to 1.5cm;
One end face of B, described building block is 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, the first skin brick first piece of building block groove start to build by laying bricks or stones near agent structure, and the second skin brick first piece cutting is built by laying bricks or stones;
D, the building block of door and window hole edge adopt 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 undertaken by Spindle control line during structure construction, ensures that the horizontal range between each axis is equal and upright;
Should eject the position line of water power reserved opening on the position line, the metopes such as wall body line, the constructional column position line, armful frame during plane control on flooring, the position of corresponding stem stem and end face beam slab adopts the method for hanging vertical line to control;
Step 3, stem stem, armful frame, horizontal binder Bar Anchorage
Snap the line is located: in the position needing bar planting, carry out snap the line along longitudinal and transverse direction, longitudinal and transverse line intersection area, is the bore position of bar planting;
Boring: according to the bore position ejected, with the impact drilling;
Hole depth is greater than 12 times of bar planting diameter, and aperture is greater than 2 ~ 4mm of bar planting diameter;
Clear hole: holed after a work plane, carried out hole operation clearly;
Injecting glue: anchoring adhesive is put into hole, glue amount meets colloid in reinforcing bar insertion metapore and fills full;
Bar planting: by reinforcing bar patchhole;
Step 4, pedestal concreting
A, having the room body of wall of waterproof requirement, adopt pea gravel concreten to build pedestal by designing requirement and lead wall, height is as the criterion with Design Requirement Drawing;
B, room body of wall without waterproof requirement, structure floor adopts pea gravel concreten or mortar levelling, and base thickness is generally 2 to 5cm, concrete size requires to be as the criterion with typesetting, complete man-hour should clean out on flooring with water, carries out formwork according to wall body relative contour and elevation line, corrects after-pouring concrete.
Step 5, building block construction
A, put down the end: kitchen, defend the room of waterproof requirement, bottom adopts pea gravel concreten to build pedestal to lead beyond wall, and all the other bodies of wall will be from will be concordant with interior wall skin brickwork joint when putting down the end, and gone out by platform in outside, outside is skin-deep flat with structural wall after plastering;
The upper and lower piece of fissure of displacement of B, 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 concrete perfusion work of core pole hole simultaneously, first remove before pouring and land ash and wait foreign material, fill with grey in filling process and vibrate;
Go up most the mouth that suitable size is opened at building block edge by a skin brick, can pour into concrete and facilitate shutoff to be advisable, concrete from then on mouth pours into, and it is floating that reinforcing bar pours dense rear surface;
E, building block to be built by laying bricks or stones and to be highly less than 1.6 meters every days, 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, establish interim discontinuities, should be built into oblique raft to when can not build by laying bricks or stones and must stay simultaneously;
F, for room heater sheet, geyser and install the positions such as special pipeline fixed point, with C20 element concrete, corresponding block interiors is filled 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 by drawing, constructional column, stem stem, armful frame concrete, by manually building, are often built a skin brick by laying bricks or stones and are built once, adopt and manually vibrate;
Step 7, water, fulgurite process
When water, electricity stay groove, box out, processing method two kinds, the first processing method synchronously carries 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.
2. tenon joint type light aggregate chained block construction method according to claim 1, is characterized in that: in described step one C when the building block at edge is between 5-10cm, adopts the method that the building block of two pieces, edge is all cut, and ensures that edge building block is greater than a bat long.
3. tenon joint type light aggregate chained block construction method according to claim 1, is characterized in that: stay raft height to be less than 1.2m in described step 5 B.
4. tenon joint type light aggregate chained block construction method according to claim 1, is characterized in that: adopt in described step 5 D and vibrate manually.
5. tenon joint type light aggregate chained block construction method according to claim 1, is characterized in that: in described step 5 E, oblique raft horizontal projection length is greater than 2/3rds of height.
6. tenon joint type light aggregate chained block construction method according to claim 1, it is characterized in that: in described step 6, adopt 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 shaped with corresponding groove and projection respectively.
7. tenon joint type light aggregate chained block construction method according to claim 6, it is characterized in that: when described in the positions such as chance window sill, U-shaped building block width is inadequate, building block is sawed-off in the outer part, and outside wooden form installs, after using fixture fixing, then carry out concreting; Concrete delamination pours into, and layering is vibrated, and interlayer concrete joint part carefully vibrates, and ensures concrete joint part vibration compacting.
8. tenon joint type light aggregate chained block construction method according to claim 1, is characterized in that: in described step 7 that the dark 30mm of described tick slot, wide 60mm carry out cutting tick slot with cutting machine after snap the line;
After pipeline is installed and fixed, tamp with harsh concrete, the process of outside 150mm wide glass fiber reticular cloth linked network, finally carries out plastered work.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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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| JP2011080196A (en) * | 2009-10-02 | 2011-04-21 | Asahi Kasei Homes Co | Panel lifting implement and method for transferring panel |
| 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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2015
- 2015-04-16 CN CN201510179357.5A patent/CN104763158B/en not_active Expired - Fee Related
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| US20070245673A1 (en) * | 1997-09-08 | 2007-10-25 | Dominic Cerrato | Flexible interlocking wall system |
| WO2007128082A1 (en) * | 2006-05-10 | 2007-11-15 | Benex Technologies Pty Ltd | Improvements relating to a concrete masonry hollow block |
| CN101307629A (en) * | 2008-07-03 | 2008-11-19 | 雷现治 | Fastener type self-decoration composite heat insulation high layer dwelling building module and its construction method |
| JP2011080196A (en) * | 2009-10-02 | 2011-04-21 | Asahi Kasei Homes Co | Panel lifting implement and method for transferring panel |
| CN203188459U (en) * | 2012-08-08 | 2013-09-11 | 刘轩豪 | Base material modules having intelligent type up-down left-right joggling structures |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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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|---|---|
| CN104763158B (en) | 2016-08-24 |
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