CN107165306A - Construction wall construction method - Google Patents
Construction wall construction method Download PDFInfo
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- CN107165306A CN107165306A CN201710501063.9A CN201710501063A CN107165306A CN 107165306 A CN107165306 A CN 107165306A CN 201710501063 A CN201710501063 A CN 201710501063A CN 107165306 A CN107165306 A CN 107165306A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of construction wall construction method, its drip irrigation device is：Including surveying setting-out, build Kan Tai, laying built-in fitting, building wall, wall reinforcement, floorslab concrete construction, the indwelling of construction joint and processing, wall and floor reinforcing and external wall plastering；The present invention proposes corresponding solution in terms of quality of materials, technology, construction technology, reaches cheap, the masonry stability and construction quality of raising construction wall.
Description
Technical field
The present invention relates to construction engineering technical field, more specifically, it relates to a kind of construction wall construction method.
Background technology
With the fast development of science and technology, construction material also develops to the direction of energy-saving and environmental protection, particularly building block material
Material, also shows the increasingly flourishing impetus；Compared with other building wall materials, air-entrained concrete building block has the spy of itself
Point, its energy consumption is low, lightweight, speed of application fast, and especially its heat preservation and energy conservation effects is good, there is good social benefit.
But in current building structure, the characteristics of due to air-entrained concrete building block, it is easily caused blockwork overlap joint
Unstable and plaster cracking, so as to cause air-entrained concrete building block to be in a disadvantageous position in application and popularizations.
The content of the invention
In view of the deficienciess of the prior art, it is an object of the invention to provide a kind of construction wall construction method, having
Improve the effect of building block building wall construction quality.
To achieve the above object, the invention provides following technical scheme：
A kind of construction wall construction method, comprises the following steps：
S1, surveying setting-out：Excavating sideline and the traverse point and bench mark of construction are measured on ground；
S2, build Kan Tai：Poured coagulation earth steps platform on ground, and coagulation earth steps platform and ground connect Cha Chu uniformly poured with
Ground matches identical without stone cement mortar；
S3, laying built-in fitting：Horizontal prestressed pipe and vertical prestressing pipe are laid on coagulation earth steps platform；
S4, building wall：To be built below the center line of wall height using sealed concrete solid building block, more than the center line of wall height
Using steam pressure sand aerated concrete block, and connector is preset with steam pressure sand aerated concrete block, pipeline is installed reserved
And building wall and door and window, lintel, post, build gap between top by laying bricks or stones and coordinate and build；
S5, wall reinforcement：Strong position, which is shunk, in wall is equipped with seizing wire or the fiberglass gridding cloth of resistance to alkali lye；
S6, floorslab concrete construction；Floorslab concrete is divided into four sections and poured by flowing water section, and vibration board vibrates movement
When, the edge that flat board covers jolt ramming part is not less than 100mm；
S7, construction joint indwelling and processing：
A) indwelling of construction joint：Every layer of top plate is divided by four flowing water sections and is retained in the range of span centre 1/3, is stayed per story shear wall
Under the top plate at surface above 5mm；
B) treatment of construction joints：Concrete strength at construction joint is not less than 1.2Mpa, and first uniformly pouring a layer thickness before pouring is
50~100mm and subtract stone cement mortar with concrete composition identical；
S8, wall and floor are reinforced：Carbon cloth is equipped between the connector and floor that metope is reserved；
S9, external wall plastering.
Be arranged such, first clear the design drawing of construction wall, then place, ground are cleaned out, line setting,
Provide good position and size；Simultaneously by concrete segment carry out selection, detection, will be up to standard after concrete segment lay,
Improve the standard requirement and the quality control of concrete segment of filling wall base body；By to carrying out concrete bank before building wall
Platform is built, and by improving connective stability and adhesive strength between wall and ground without stone cement mortar, is easy to
Make wall contact with bottom of the building face and concrete segment is bonded with bottom of the building face by Kan Tai, improve concrete segment formation and build
Stability during walling body, also reduces the effect that concrete segment is directly contacted with ground, and the use for improving construction wall is steady
Qualitative energy；Strong position is shunk in wall and is equipped with seizing wire or the fiberglass gridding cloth of resistance to alkali lye, improves construction wall
Overall structural strength and safety and stability performance；By construction wall and, the cooperation between window, beam, post and corresponding component, and
Indwelling has preset slot, is easy to the filling built between near-end part in later stage；Constructing and check and accept simultaneously will according to engineering and specification
Summation acceptance criteria, the strict live masonry project construction quality of control, steps up construction quality, finally after to construction
Wall is reinforced with floor, by being equipped with carbon cloth between the connector and floor that metope is reserved, improves wall and floor
Between stability；Finally External Wall is plastered again, completes preliminary construction to construction wall, reach raising construction total quality with
And the overall safety and stability performance of construction wall, while also improving construction safety performance.
Further set：The coagulation earth steps platform is vibrated using placement layer by layer, and every layer pours thickness for 30cm, pours coagulation
Earth steps platform is is carried out continuously, and interval time is no more than concrete final setting time, when pouring concrete at door-window opening, both sides pair
Claim blanking, and vibrating spear is 15~20cm apart from hole side.
It is arranged such, coagulation earth steps platform is uniformly poured, improves the overall structural stability of coagulation earth steps platform.
Further set：When coagulation earth steps platform vibrates, depth is not less than 50mm in vibrating spear insertion lower-layer concrete, shakes
The displacement of tamper is not more than 350mm, vibrates and laitance and not in degree of being settled into is presented with envelope, and posts on vibrating spear use
In the adhesive tape of mark, coagulation earth steps platform is poured finish after, by the built-in fitting at suitable for reading, construction joint cleared up and will landing ash it is clear
Reason is clean.
It is arranged such, improves the connective stability between adjacent layer, and be easy to record the height vibrated by adhesive tape, simultaneously
Reserving corresponding built-in fitting is easy to the later stage to carry out corresponding constructing operation.
Further set：Block is taken using dislocation during building wall, sealed concrete solid building block takes block length and is more than concrete reality
/ 3rd of heart building block length, mortar joint is smooth vertical and horizontal to be set, and horizontal joint, perps saturation degree are all higher than being equal to 80%.
It is arranged such, the connective stability be conducive between neighbouring concrete segment is built in dislocation, makes the one of top
Block concrete building block and the block concrete building block of lower section two are bonding, improve the overall stability of filling walling；Pass through simultaneously
Mortar joint is smooth vertical and horizontal to be set, and improves the bonding stability between concrete segment.
Further set：Horizontal mortar joint degree and perps width are 3-4mm.
It is arranged such, the tight ness rating connected between raising concrete segment, cooperation when gap is built by laying bricks or stones between adjacent block,
Adjacent concrete blocks are bonded by mortar again, the stability of filling walling is improved.
Further set：Building wall and door and window, lintel, post, build top by laying bricks or stones and build when, treating that cavity is built by laying bricks or stones completely should be extremely
After being spaced 14 days less, then mended block jam-packed.
It is arranged such, after the wall masonry for building early stage by laying bricks or stones is stable, concrete segment is completely dried bonding, wall with mortar
Entirety entered the period after finalize the design almost, then mended by the later stage build extruding make wall and beam, post, build by laying bricks or stones at the top of etc. stablize close
Envelope connection, improves the integral sealing stability of wall.
Further set：Sealed concrete solid building block builds height by laying bricks or stones and is less than 1.5m daily, and when stopping building on the skin brick of highest one
Beared down on one with 1 skin float block, taken away again when continuing to build by laying bricks or stones within the 2nd day.
It is arranged such, wall is uniformly dried stress, it is to avoid after disposable building is too high, the concrete segment and sand of bottom
Starch contact excessive, cause mutually to bond illusive problem；Because upper strata does not have later stage building block pressure by itself and lower section
Building block pressuring action, at the same by it is top have on a skin brick beared down on one with 1 skin float block, taken again when continuing to build by laying bricks or stones within the 2nd day
Walk, can improve the firmness between later stage building block and early stage building block, and then improve the overall stability of filling wall.
Further set：Thickness is equipped between external wall plastering layer for 20mm, 1 in building wall:2 cement mortar and interior
Mix the vertical damp-proof layer of the waterproofing agent of cement weight 5%.
It is arranged such, improves the humidity resistance of wall.
Further set：Thickness is equipped between coagulation earth steps platform and ground for 20mm, 1:2 cement mortar and interior water mixing mud
The horizontal damp-proof course of the waterproofing agent of weight 5%.
It is arranged such, improves the humidity resistance between wall and ground, improve the stability of its wall.
Further set：Described is 50mm without stone cement mortar thickness.
It is arranged such, makes integrally formed thickness moderate, and makes wall and thickness that sealed concrete solid building block is formed moderate.
By using above-mentioned technical proposal, the present invention is compared compared with the prior art：By include surveying setting-out, build Kan Tai,
Built-in fitting, building wall, wall reinforcement, floorslab concrete construction, the indwelling of construction joint and processing, wall and floor is laid to reinforce
And external wall plastering；Corresponding solution is proposed in terms of quality of materials, technology, construction technology, reaches that raising construction is overall
Quality and the overall safety and stability performance of construction wall, while also improving construction safety performance.
Embodiment
Construction wall construction method is described further below.
A kind of construction wall construction method, comprises the following steps：
Key points for operation before construction：
S1 surveying setting-outs：Be familiar with design drawing and acceptance specification requirement, specify quality of materials standard, check wall position line into
Really, understand constructional column, collar tie beam, the setting requirements of drawknot beam, carry out the technical preparation of construction early stage；Side is excavated on ground
Line and the traverse point and bench mark for measuring construction, cleaning ground remaining mortar, debris etc., line setting and vertical skin
Number bar.
Raw material are marched into the arena requirement：
S2：Pre-processed before concrete segment selection, detection, placement and construction；
1）Concrete segment selection, should provide work certificate and properties of product examining report, and the material whole audience of marching into the arena is carried out
Visual examination；
2）Concrete segment is loaded and unloaded using fork truck or crane, and is stacked at the hard smooth ground without ponding, and uses colour bar cloth
Covering；
3）Inspection lot is a collection of by same kind, same specification, 10,000 pieces of ad eundem, and 80 pieces of sample surveys are extracted with accidental sampling
Dimensional discrepancy, presentation quality；From outward appearance and dimensional discrepancy examine qualified sample, 5 groups of totally 15 pieces of progress intensity are randomly selected
Detection, randomly selects 3 groups of totally 9 pieces of progress bulk density inspections；
4）During concrete masonry, product age should forbid throwing and incline more than 28 days, during material handling；After marching into the arena by
Kind, specification are stacked neatly respectively；2m is not to be exceeded in stacking height, and prevents from drenching with rain；
5）Filling wall should shift to an earlier date 2 days structured base layer is watered moistening before building by laying bricks or stones, when aerated blocks are built by laying bricks or stones, should be on the day of building by laying bricks or stones to block
Block bricklaying surface water spray moistening.
Building wall quality control points：
S2, build Kan Tai：
1）Coagulation earth steps platform has been poured on ground, and coagulation earth steps platform meets Cha Chu with ground and uniformly poured and ground proportioning phase
Same and thickness is 50mm without stone cement mortar；It is being 20mm, 1 without thickness is equipped between stone cement mortar and ground:2 water
Cement mortar and the interior horizontal damp-proof course for mixing the waterproofing agent of cement weight 5%；
2）Coagulation earth steps platform is vibrated using placement layer by layer, and every layer pours thickness for 30cm, and casting concrete Kan Tai is to be carried out continuously,
And interval time is no more than concrete final setting time；
3）When pouring concrete at door-window opening, the symmetrical blanking in both sides, and vibrating spear is 15~20cm apart from hole side；
4）When coagulation earth steps platform vibrates, depth is not less than 50mm in vibrating spear insertion lower-layer concrete, the movement of vibrating spear away from
From no more than 350mm, vibrate and laitance and not in degree of being settled into is presented with envelope, and post on vibrating spear the glue for mark
Bar；
5）Coagulation earth steps platform is poured finish after, by the built-in fitting at suitable for reading, construction joint cleared up and by landing ash clean out.
S3, laying built-in fitting：Horizontal prestressed pipe and vertical prestressing pipe are laid on coagulation earth steps platform.
S4, building wall：To be built below the center line of wall height using sealed concrete solid building block, the center line of wall height
Steam pressure sand aerated concrete block is used above, and is preset with connector on steam pressure sand aerated concrete block, pipeline is installed
Reserved and building wall and door and window, lintel, post, build gap between top by laying bricks or stones and coordinate and build；
1）Block is taken using dislocation during concrete block masonry, concrete segment, which is taken, builds length is more than building block length 1/3rd,
Mortar joint is smooth vertical and horizontal, and mortar is full；Mortar joint is smooth vertical and horizontal to be set, and horizontal joint, perps saturation degree are all higher than being equal to 80%；
2）Concrete block masonry gray seam thickness and width should be correct, when concrete segment uses steam pressure sand aerated concrete block
During adhesive mortar, thickness of mortarat bed joint and vertical mortar joint width are preferably 3-4mm；
3）Concrete segment build to door, window, lintel, post, build by laying bricks or stones top build when, treating that cavity is built by laying bricks or stones should at least be spaced 14 days completely
Afterwards, then mended block jam-packed.
4）Concrete block wall builds height by laying bricks or stones no more than 1.5m daily, and thickness of mortarat bed joint cannot be greater than 15mm, vertically
Mortar joint cannot be greater than 20mm；And beared down on one when stopping building on the skin brick of highest 1 with 1 skin float block, taken again when continuing to build by laying bricks or stones within the 2nd day
Walk；
5）Concrete block masonry mortar joint adhesive mortar building mortar layer thickness is 3-4mm；Steam pressure sand aerated concrete block wall
10-15mm gaps should be stayed between agent structure, 10-20mm gaps, gap PU foaming agents or polymerization are stayed between wall top and floor
Thing mortar is filled；
6）Pipeline is installed to reserve, pipeline through walls is met, its position, size should be examined in advance；Based on reserved, chisel is picked in reduction afterwards
Destroy wall stability.
S5, wall reinforcement：Strong position, which is shunk, in wall is equipped with seizing wire or the fiberglass gridding cloth of resistance to alkali lye；
Such as the suitable position of the hinge point of beam column built from concrete and masonry wall, door-window opening, the turning point of architectural plane or long wall.
S6, floorslab concrete construction；Floorslab concrete is divided into four sections and poured by flowing water section, and vibration board vibrates shifting
When dynamic, the edge that flat board covers jolt ramming part is not less than 100mm.
S7, construction joint indwelling and processing：
A) indwelling of construction joint：Every layer of top plate is divided by four flowing water sections and is retained in the range of span centre 1/3, is stayed per story shear wall
Under the top plate at surface above 5mm；
B) treatment of construction joints：Concrete strength at construction joint is not less than 1.2Mpa, and first uniformly pouring a layer thickness before pouring is
50~100mm and subtract stone cement mortar with concrete composition identical.
S8, wall and floor are reinforced：Carbon cloth is equipped between the connector and floor that metope is reserved.
S9, external wall plastering；Thickness is equipped between external wall plastering layer for 20mm, 1 in building wall:2 cement mortar and
Inside mix the vertical damp-proof layer of the waterproofing agent of cement weight 5%.
S10：The construction of curtain wall：Glass curtain wall mounting process is sequentially successively；
1）Preparation of construction：Prepare including personnel, material prepares, preparation at the construction site；
2）Inspect for acceptance glass plate：Whether specification quantity is correct, whether each interlayer has dislocation, and whether glass, glass stacking pacify
Entirely, whether there is the overproof glass of error, be enough to have the glass damaged, three-dimensional error whether in control range, glass
Whether whether glass aluminium frame have suitable bad, structure glue to have, and anomaly, sampling do the test of structure glue sticking, inspecting for acceptance will carry out in detail
Record and bind into book form；
3）Glass plate is stacked by level：Son, which installs glass plate yuan, will say that glass cleaning is put well by level heap, simultaneously
Stacked by erection sequence, stack appropriate tilt, it is to avoid topple；
4）Just install：Check and find glass, transport glass, adjustment direction, glass is lifted to installation position, two pieces of 10mm glass holders are installed
Plate, to groove, enter groove, to glue-line；
5）Plate is adjusted after the completion of being filled at the beginning of adjustment glass plate, adjustment standard is put down for horizontal flat, vertical, face；Horizontal flat i.e. horizontal stroke
Beam level, glue water shutoff are put down；Vertical and vertical beam is vertical, glue envelope is vertical；The flat i.e. each glass in face is in the same plane or in cambered surface；It is outdoor
Adjust in rear inspection chamber and whether be in level, whether size reaches design requirement everywhere；
6）It is fixed：It is fixed, is fixed using block rubber, cushion block is just compressed after the completion of glass plate adjustment, prevents glass plate pine
It is dynamic；
7）Check and accept：End is installed to from glass, whole process carries out quality control；Inside have：Whether plate itself is problematic, glue
Whether seam size meets connecing between whether smooth vertical and horizontal design requirement, glue-line, the whether wrong face phenomenon of glass plate, indoor aluminium
Whether mouth meets design requirement.
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of construction wall construction method, it is characterised in that comprise the following steps：
S1, surveying setting-out：Excavating sideline and the traverse point and bench mark of construction are measured on ground；
S2, build Kan Tai：Poured coagulation earth steps platform on ground, and coagulation earth steps platform and ground connect Cha Chu uniformly poured with
Ground matches identical without stone cement mortar；
S3, laying built-in fitting：Horizontal prestressed pipe and vertical prestressing pipe are laid on coagulation earth steps platform；
S4, building wall：To be built below the center line of wall height using sealed concrete solid building block, more than the center line of wall height
Using steam pressure sand aerated concrete block, and connector is preset with steam pressure sand aerated concrete block, pipeline is installed reserved
And building wall and door and window, lintel, post, build gap between top by laying bricks or stones and coordinate and build；
S5, wall reinforcement：Strong position, which is shunk, in wall is equipped with seizing wire or the fiberglass gridding cloth of resistance to alkali lye；
S6, floorslab concrete construction；Floorslab concrete is divided into four sections and poured by flowing water section, and vibration board vibrates movement
When, the edge that flat board covers jolt ramming part is not less than 100mm；
S7, construction joint indwelling and processing：
The indwelling of construction joint：Every layer of top plate is divided by four flowing water sections and is retained in the range of span centre 1/3, is stayed in per story shear wall
At top plate lower surface above 5mm；
Treatment of construction joints：Concrete strength at construction joint is not less than 1.2Mpa, and it is 50 that a layer thickness is first uniformly poured before pouring
~100mm and subtract stone cement mortar with concrete composition identical；
S8, wall and floor are reinforced：Carbon cloth is equipped between the connector and floor that metope is reserved；
S9, external wall plastering.
2. construction wall construction method according to claim 1, it is characterised in that：The coagulation earth steps platform is poured using layering
Build and vibrate, every layer pours thickness for 30cm, casting concrete Kan Tai is is carried out continuously, and interval time is no more than concrete final set
Time, when pouring concrete at door-window opening, the symmetrical blanking in both sides, and vibrating spear is 15~20cm apart from hole side.
3. construction wall construction method according to claim 2, it is characterised in that：When coagulation earth steps platform vibrates, vibrate
Depth is not less than 50mm in rod insertion lower-layer concrete, and the displacement of vibrating spear is not more than 350mm, vibrates and is presented floating with envelope
Slurry and not in degree of being settled into, and post on vibrating spear the adhesive tape for mark, coagulation earth steps platform is poured finish after, by it is suitable for reading,
Built-in fitting at construction joint is cleared up and is cleaned out landing ash.
4. construction wall construction method according to claim 1, it is characterised in that：Block is taken using dislocation during building wall,
Sealed concrete solid building block, which is taken, builds length is more than sealed concrete solid building block length 1/3rd, and mortar joint is smooth vertical and horizontal to be set, level
Seam, perps saturation degree are all higher than being equal to 80%.
5. construction wall construction method according to claim 4, it is characterised in that：Horizontal mortar joint degree and perps width are
3-4mm。
6. construction wall construction method according to claim 1, it is characterised in that：Building wall and door and window, lintel,
Post, top is built by laying bricks or stones when building, after cavity is built by laying bricks or stones and should at least be spaced 14 days completely, then is mended and build jam-packed.
7. construction wall construction method according to claim 1, it is characterised in that：Sealed concrete solid building block builds height by laying bricks or stones daily
Degree is less than 1.5m, and is beared down on one when stopping building on the skin brick of highest one with 1 skin float block, is taken away again when continuing to build by laying bricks or stones within the 2nd day.
8. construction wall construction method according to claim 1, it is characterised in that：In building wall in external wall plastering layer
Between be equipped with thickness for 20mm, 1:2 cement mortar and the interior vertical damp-proof layer for mixing the waterproofing agent of cement weight 5%.
9. construction wall construction method according to claim 1, it is characterised in that：Spread between coagulation earth steps platform and ground
It is 20mm, 1 provided with thickness:2 cement mortar and the interior horizontal damp-proof course for mixing the waterproofing agent of cement weight 5%.
10. construction wall construction method according to claim 1, it is characterised in that：It is described without stone cement mortar thickness
For 50mm.
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| CN111677146A (en) * | 2020-06-19 | 2020-09-18 | 中建富林集团有限公司 | Construction process of masonry wall |
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| Publication number | Publication date |
|---|---|
| CN107165306B (en) | 2019-04-30 |
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