CN107965112A - A kind of construction technology cladding for BAU architectural concrete plates - Google Patents
A kind of construction technology cladding for BAU architectural concrete plates Download PDFInfo
- Publication number
- CN107965112A CN107965112A CN201711166100.1A CN201711166100A CN107965112A CN 107965112 A CN107965112 A CN 107965112A CN 201711166100 A CN201711166100 A CN 201711166100A CN 107965112 A CN107965112 A CN 107965112A
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- China
- Prior art keywords
- installation
- angle steel
- bolt
- concrete slab
- foundation wall
- Prior art date
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
- E04F13/0807—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable perpendicular to the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0814—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of clamping action
Abstract
The invention discloses a kind of construction technology cladding for BAU architectural concrete plates, comprise the following steps, S1, measurement, unwrapping wire, tests line；S2, according to unwrapping wire position, the first angle steel is fixedly mounted on foundation wall；S3, the first angle steel upper surface be fixedly mounted installation sheet；S4, according to the first angle iron position, the second angle steel is fixedly mounted on concrete slab；S5, after carrying concrete slab to installation site, the second angle steel is fixedly installed on installation sheet；All concrete slabs, be installed on foundation wall by S6 according to step S5, after all concrete slabs are installed, gluing filleting, repairing, maintenance.Concrete slab has preferable heat insulating ability, and due to being equipped with gap between concrete slab and foundation wall, therefore more preferable heat insulating ability is made it have, separately installed insulating layer is not required to, reduces construction volume, improves construction efficiency.And be not required to that steel joist is installed on foundation wall, reduce foundation wall load-bearing.
Description
Technical field
The present invention relates to construction, and in particular to a kind of construction technology cladding for BAU architectural concrete plates.
Background technology
Dry-hanging method also known as hang-in-air method, are a kind of construction technologies in contemporary facing decoration materials finishing.This method will with metal hanger
Decoration panel is directly hung on foundation wall or sky is hung on steelframe, is not required to stickup of being in the milk again, its principle is to set master on the body construction
Stress point is wanted, decoration panel is fixed on building by metal hanger, forms decorative curtain wall.Fixed usually using bolt-type.
The main member of bolt-type fixation has pin, supporting plate, bolt, backing plate and angle steel, and the model of each component regards facing
Plate dead weight, regional wind load and seismic (seismal, which calculate, to be determined, its way is that first angle steel is bolted on skeleton, and by supporting plate
To be fixed with angle steel, decoration panel is connected by pin with supporting plate, which can make plate make front and rear adjusting up and down in a small range, with
Ensure the smooth of the uniform and plate face of plate stitch.
Bolt-type fixation needs to install steel joist, adds the load-bearing of building, while adds cost, and needs
Separately installed insulating layer, adds construction volume, and there are security risk for stone material dry suspending.
The content of the invention
In view of the deficiencies of the prior art, the present invention intends to provide one kind to do for BAU architectural concrete plates
The construction technology of extension, is not required to separately installed extra steel joist and insulating layer, reduces load-bearing and the construction volume of building, improves
Construction efficiency.
To achieve the above object, the present invention provides following technical solution：
A kind of construction technology cladding for BAU architectural concrete plates, comprises the following steps,
S1, measurement, unwrapping wire, tests line；
S2, according to unwrapping wire position, on the suitable position of foundation wall passing through the first installation bolt is fixedly mounted the first angle steel；At this time
One angle steel upper surface is in horizontally disposed；
S3, in the upper surface of the first angle steel be fixedly mounted installation sheet by the first adjusting bolt, along foundation wall thickness side on installation sheet
To offering the second regulating tank；
S4, according to the first angle iron position, on concrete slab passing through the second installation bolt is fixedly mounted the second angle steel, the second angle steel
Upper surface is equipped with the second adjusting bolt；
S5, after carrying concrete slab to installation site, be fed through installation sheet, in second adjusting bolt one end by the second adjusting bolt
Screw on the second adjusting nut；The second adjusting bolt is slided in the second regulating tank, ensures joint gap, the levelness of concrete slab
With verticality etc., the second adjusting nut is tightened, concrete slab is fixedly mounted on foundation wall；At this time between concrete slab and foundation wall
Equipped with gap；
All concrete slabs, be installed on foundation wall by S6 according to step S5, after all concrete slabs are installed, gluing filleting,
Repairing, maintenance.
By using above-mentioned technical proposal, by the rotation in the second regulating tank and the second adjusting bolt can be slided, and then
Joint gap, levelness and verticality of concrete slab etc. is adjusted, the second adjusting nut is then tightened, makes concrete slab accurate
Stable is installed on foundation wall.Concrete slab has preferable heat insulating ability, and due to being equipped with gap between concrete slab and foundation wall,
Therefore more preferable heat insulating ability is made it have, separately installed insulating layer is not required to, reduces construction volume, improves construction efficiency.And it is not required to
Steel joist is installed on foundation wall, reduces foundation wall load-bearing.Installation sheet can play the role of unloading power, pass through the weight of concrete slab
Installation sheet unload power after be delivered to again on the first angle steel so that the stress that is born of foundation wall reduces, make foundation wall more stable.
The further setting of the present invention is：The first regulating tank is offered along foundation wall thickness direction on the installation sheet, it is described
First adjusting bolt is fed through the first regulating tank and is slidably coupled to the first regulating tank, and first adjusting bolt is threadedly coupled
In the first angle steel, the first adjusting bolt threaded one end is connected with the first tune for being fixedly connected with the first angle steel and installation sheet
Save nut.
By using above-mentioned technical proposal, when installation sheet is installed on the first angle steel, can be slided in the first regulating tank
Dynamic or the first adjusting bolt of rotation, so that the specific position for installing installation sheet according to the actual requirements, can be conveniently subsequently by second
Angle steel is installed on installation sheet.The angle that concrete slab need to be adjusted is reduced, improves construction efficiency.
The further setting of the present invention is：First regulating tank is parallel to the second regulating tank, and first regulating tank
Positioned at the second regulating tank along its width side.
By using above-mentioned technical proposal, so that length needed for installation sheet is reduced, the first adjusting for bearing installation sheet
Bolt and the second adjusting bolt are that staggeredly, and the first adjusting bolt and the second adjusting bolt apply installation sheet to its stress
The distance between force is smaller.Therefore the moment of flexure that installation sheet is subject to reduces, reducing installation sheet bend fracture causes concrete slab to be pacified
Fill unstable probability.
The further setting of the present invention is：Each concrete slab is equipped with four the second angle steel, and four described the
Two angle steel are distributed in four angles of concrete slab respectively.
By using above-mentioned technical proposal, 4 stress of concrete slab, i.e. concrete slab corner can be supported power, make
It can be more stable be installed on foundation wall on, improve its shock resistance.
The further setting of the present invention is：First adjusting nut and the second adjusting nut are respectively positioned on below installation sheet.
By using above-mentioned technical proposal, since the gap between foundation wall and concrete slab is little, therefore in practice of construction
Some positions can only be stretched into for a hand.Second adjusting nut is respectively positioned on below installation sheet, therefore during installation, first second can be adjusted
Bolt is inserted into the second regulating tank, and the second adjusting nut can be also screwed in the second adjusting bolt by one hand, improves construction efficiency.
The further setting of the present invention is：It is arranged with second adjusting bolt for adjusting concrete slab with respect to foundation wall
The adjusting gasket of setting angle, the adjusting gasket are equipped with two panels and are located at installation sheet both sides respectively, and the adjusting gasket pushes against
Second transverse slat；In step S5, the adjusting gasket of corresponding thickness is arranged in the second adjusting bolt according to the actual grade of road,
Make concrete slab lower face parallel to road.
By using above-mentioned technical proposal, suitable adjusting gasket is added according to the gradient of actual road, and then make
Concrete slab after installing can improve aesthetics parallel to road, and road is preferably supported concrete slab.
The further setting of the present invention is：First angle steel includes being connected to the starting stave of foundation wall and perpendicular to first
First transverse slat of riser, first transverse slat are fixedly connected on starting stave upper end, and the installation sheet is installed on the first transverse slat
It is square, the first mounting groove is vertically offered on the starting stave, first installation bolt is fed through the first mounting groove
And the first mounting groove is slidably connected to, first installation bolt is fixedly connected on foundation wall.
By using above-mentioned technical proposal, when the first installation bolt is installed on foundation wall it is possible that error, and
Error may also occur in the size of first angle steel.When installing the first angle steel, can be turned according to actual conditions in the first mounting groove
Dynamic or the first installation bolt of slip, and then ensure the installation accuracy of the first angle steel, and then improve the installation essence of follow-up concrete slab
Degree.
The further setting of the present invention is：First installation bolt is pre-buried to be fixed on foundation wall, first installation bolt
Threaded one end is connected with the first installation nut, and the first installation nut pushes against starting stave；In step s 2, first by the first peace
Dress bolt is fed through the first mounting groove, is adjusted by the first angle steel to suitable position, tightens the first installation nut, then by first
Installation nut and the first angle steel are welded and fixed.
By using above-mentioned technical proposal, and then make the first installation bolt more stable in foundation wall, and then make first jiao
Steel can be more stable be installed on foundation wall.Reduce since load causes the bending of the first installation bolt to cause what concrete slab deviated
Probability, improves the installation accuracy of concrete slab.First installation bolt is welded and fixed, can be reduced since vibration causes the first peace
The probability that loading nut loosens, improves its shock resistance.
The further setting of the present invention is：Second angle steel include be connected to concrete slab the second riser and perpendicular to
Second transverse slat of the second riser, second transverse slat are fixedly connected on the second riser upper end, and it is horizontal that the installation sheet is installed on second
Above plate, the second mounting groove is vertically offered on second riser, second installation bolt is fed through the second peace
Tankage and the second mounting groove is slidably connected to, second installation bolt is fixedly connected on concrete slab.
By using above-mentioned technical proposal, when the second installation bolt is installed on concrete slab it is possible that by mistake
Difference, and error may also occur in the size of the second angle steel., can be according to actual conditions in the second mounting groove when installing the second angle steel
The second installation bolt of interior rotation or slip, and then ensure the installation accuracy of the second angle steel, and then improve the peace of follow-up concrete slab
Fill precision.
The further setting of the present invention is：In step S6, gluing filleting includes the following steps,
A1, plate stitch basal plane are handled, and the attachment such as impurity, dust in removing plate stitch, brushes protection priming paint and finishing coat in plate stitch
Each one；
A2, the filling of backing rod；
A3, paste U.S. line paper, and plate stitch both sides are covered with U.S. line paper, to ensure that the work lines of fluid sealant are neat, do not polluted
Concrete slab surface；
A4, gluing, using colloid-injecting gun into plate stitch gluing, it is ensured that gap is closely knit.
It by using above-mentioned technical proposal, and then can ensure that the waterproof requirement of building, reduce since infiltration causes first jiao
The installed parts such as steel, the first installation bolt, the first installation nut, the second angle steel, the second installation bolt and the second installation nut get rusty
Broken possibility.
The present invention has the following advantages：1st, extra steel joist and insulating layer are needed, construction volume is reduced, improves construction
Speed；2nd, there is preferable construction efficiency；3rd, there is preferable warmth retention property and water proofing property.
Brief description of the drawings
Fig. 1 is the structure diagram of embodiment one；
Fig. 2 is the structure diagram of the first angle steel in embodiment one；
Fig. 3 is the scheme of installation of the second angle steel in embodiment one；
Fig. 4 is the enlarged drawing at A in Fig. 3；
Fig. 5 is the schematic cross-sectional view of embodiment one（It is mainly used for embodying the first adjusting nut）；
Fig. 6 is the schematic cross-sectional view of embodiment one（It is mainly used for embodying the second adjusting nut）；
Fig. 7 is the schematic cross-sectional view of embodiment one（It is mainly used for embodying adjusting gasket）；
Fig. 8 is the foundation wall schematic diagram after unwrapping wire in embodiment two；
Fig. 9 be embodiment two in concrete slab be fixedly mounted on foundation wall after structure diagram；
Figure 10 is the scheme of installation of backing rod in embodiment two.
Reference numeral：1st, foundation wall；2nd, the first angle steel；3rd, concrete slab；4th, the second angle steel；5th, installation sheet；6th, the first installation
Bolt；7th, starting stave；8th, the first transverse slat；9th, the first mounting groove；10th, the first installation nut；11st, the second installation bolt；12nd,
Two risers；13rd, the second transverse slat；14th, the second mounting groove；15th, the second installation nut；16th, the first regulating tank；17th, the second regulating tank；
18th, the first adjusting bolt；19th, the first adjusting nut；20th, the second adjusting bolt；21st, the second adjusting nut；22nd, adjusting gasket；
23rd, backing rod；24th, sealant layer；25th, U.S. line paper.
Embodiment
The present invention will be further described referring to the drawings.
Embodiment one：
As shown in Figure 1, a kind of mounting assembly for BAU architectural concrete plate dry hanging constructions, including it is installed on the first of foundation wall 1
Angle steel 2, the second angle steel 4 and installation sheet 5 for being installed on concrete slab 3, installation sheet 5 can be fixedly connected with the first angle steel 2 and second jiao
Steel 4.
As shown in Fig. 2, pre-buried on foundation wall 1 be fixed with the first installation bolt 6.First angle steel 2 includes starting stave 7 and first
Transverse slat 8, starting stave 7 is parallel to foundation wall 1, and the first transverse slat 8 is perpendicular to starting stave 7, and the first transverse slat 8 is fixedly connected on first
7 upper end of riser.The first mounting groove 9 is vertically offered on starting stave 7, the first installation bolt 6 is fed through the first installation
Groove 9 and it is slidably connected to the first mounting groove 9.First installation bolt, 6 threaded one end is connected with the first installation nut 10.By tightening
First installation nut 10, makes the first installation nut 10 driving starting stave 7 push against foundation wall 1, and then the first angle steel 2 is fixedly mounted
In foundation wall 1.
As shown in figure 4, pre-buried in concrete slab 3 be fixed with the second installation bolt 11.As shown in figure 3, each concrete slab 3
Four the second angle steel 4 are equipped with, and four the second angle steel 4 are distributed in 3 four angles of concrete slab respectively.As shown in figure 4, second jiao
Steel 4 includes the second riser 12 and the second transverse slat 13, and the second riser 12 is parallel to concrete slab 3, and the second transverse slat 13 is perpendicular to second
Riser 12, and the second transverse slat 13 is fixedly connected on 12 upper end of the second riser.Second is vertically offered on second riser 12
Mounting groove 14, the second installation bolt 11 are fed through the second mounting groove 14 and are slidably connected to the second mounting groove 14.Second installation spiral shell
11 threaded one end of bolt is connected with the second installation nut 15.By tightening the second installation nut 15, drive the second installation nut 15
Second riser 12 pushes against concrete slab 3, and then the second angle steel 4 is fixedly installed in concrete slab 3.
As shown in Fig. 2, installation sheet 5 is connected to 13 lower face of 8 upper surface of the first transverse slat and the second transverse slat.Edge on installation sheet 5
1 thickness direction of foundation wall offers the first regulating tank 16 and the second regulating tank 17, the first regulating tank 16 parallel to the second regulating tank 17,
And first regulating tank 16 be located at the second regulating tank 17 along its width side.
As shown in Fig. 2, being equipped with the first adjusting bolt 18 in the first regulating tank 16, the first adjusting bolt 18 is slidably connected to
First regulating tank 16, and it is rotationally connected with the first regulating tank 16.As shown in figure 5, the first adjusting bolt 18 is fed through the first transverse slat
8.First adjusting bolt, 18 threaded one end is connected with the first adjusting nut 19, and the first adjusting nut 19 is located at the lower section of installation sheet 5.It is logical
Cross and tighten the first adjusting nut 19 to make installation sheet 5 push against the first transverse slat 8, installation sheet 5 is fixedly connected with the first angle steel 2.
As shown in Fig. 2, being equipped with the second adjusting bolt 20 in the second regulating tank 17, the second adjusting bolt 20 is slidably connected to
Second regulating tank 17, and it is rotationally connected with the second regulating tank 17.As shown in fig. 6, the second adjusting bolt 20 is fed through the second transverse slat
13.Second adjusting bolt, 20 threaded one end is connected with the second adjusting nut 21, and the second adjusting nut 21 is located at the lower section of installation sheet 5.
Installation sheet 5 is pushed against the second transverse slat 13 by tightening the second adjusting nut 21, installation sheet 5 is fixedly connected with the second angle steel 4.
As shown in fig. 7, being arranged with adjusting gasket 22 in the second adjusting bolt 20, adjusting gasket 22 is equipped with two panels and respectively position
In 5 both sides of installation sheet, two panels adjustment sheet pushes against the second transverse slat 13 and the second adjusting bolt 20 respectively.Adjusting gasket 22 can be used for adjusting
The opposite setting angle of the second angle steel 4 and installation sheet 5 is saved, and then adjusts concrete slab 3 with respect to 1 setting angle of foundation wall.
Embodiment two：
A kind of construction technology cladding for BAU architectural concrete plates, uses the mounting assembly in embodiment one, including as follows
Step,
1st, measure, unwrapping wire, tests line：On the basis of the horizontally and vertically axis of foundation wall 1, by unwrapping wire, according to drawing in foundation wall 1
Cross hairs is ejected on surface, completes the lattice that concrete slab 3 is installed（As shown in Figure 8）；
The 2nd, first installation bolt 6 is fed through to the first mounting groove 9 of the first angle steel 2, screw on first in 6 one end of the first installation bolt
Nut 10 is installed；The first installation bolt 6 is slided in the first mounting groove 9 according to unwrapping wire position, closed until the first angle steel 2 reaches
Put right position；The first angle steel 2 is rotated relative to the first installation bolt 6, makes 2 upper surface of the first angle steel horizontally disposed, then twists
Tight first installation nut 10；The first angle steel 2 is stably mounted on foundation wall 1 at this time；Similarly in the graticulated crosspoint installation of institute
Upper first angle steel 2；
3rd, installation sheet 5 is placed on 2 upper surface of the first angle steel, the first adjusting bolt 18 is fed through 16 He of the first regulating tank successively
First transverse slat 8, the first adjusting nut 19 is screwed in 18 lower end of the first adjusting bolt；According between foundation wall 1 and concrete slab 3
Design gaps, the first adjusting bolt 18 is slided in the first regulating tank 16, until the distance between installation sheet 5 and foundation wall 1 reach
Suitable position, tightens the first adjusting nut 19；Installation sheet 5 is fixedly installed in the first angle steel 2 at this time；10 He of nut is installed by first
First angle steel 2 is welded and fixed；
4th, according to actual road grade, prepare to be placed on the adjusting gasket 22 of installation sheet both sides about 5；
5th, second angle steel 4 is installed on four angles of concrete slab 3, the second installation bolt 11 is specifically fed through the second angle steel
4 the second mounting groove 14, screws on the second installation nut 15 in 11 one end of the second installation bolt；The step can be in the same stepping of step 3
OK, construction efficiency is improved；
6th, according to the lattice position on 2 position of the first angle steel and foundation wall 1 on foundation wall 1, the second installation bolt 11 is made in the first peace
Slided in tankage 9, until the second angle steel 4 reaches suitable position；Suitable position is connected to installation sheet for the lower face of the second angle steel 4
During the adjusting gasket 22 of 5 upsides, concrete slab 3 is placed exactly at the lattice on foundation wall 1；
The second angle steel 4, when making 3 upper surface of concrete slab horizontally disposed, second jiao are rotated relative to the second installation bolt 11
The second installation nut 15 is then tightened parallel to 2 upper surface of the first angle steel in 4 upper surface of steel；The second angle steel 4 is stably mounted at this time
On concrete slab 3；The second angle steel 4 is similarly installed on all concrete slabs 3；
7th, concrete slab 3 is carried, the second angle steel 4 is connected to 5 upper surface of installation sheet, adjusting gasket is added in 5 both sides of installation sheet
22, the adjusting gasket 22 of the upside of installation sheet 5 is between the second angle steel 4 and installation sheet 5, the adjusting gasket 22 of the upside of installation sheet 5
Adjusting gasket 22 lower face of the upper surface parallel to the downside of installation sheet 5；
The second adjusting bolt 20 is set to be fed through the second transverse slat 13, the adjusting gasket 22 positioned at the upside of installation sheet 5, installation sheet 5 successively
On the second regulating tank 17 and the adjusting gasket 22 positioned at the downside of installation sheet 5；Second is screwed in 20 lower end of the second adjusting bolt
Adjusting nut 21；
According to the design spacing between foundation wall 1 and concrete slab 3, the second adjusting bolt 20 is set to be slided in the second regulating tank 17,
Until concrete slab 3 reaches required position, the second adjusting nut 21 is tightened, the second angle steel 4 is fixedly connected on installation sheet 5；Into
And concrete slab 3 is set to be fixedly installed in foundation wall 1；
8th, as shown in step 7, all concrete slabs 3 are installed on foundation wall 1；The wide 10mm of plate stitch between concrete slab 3 at this time,
It is subject to construction drawing（As shown in Figure 9）；
9th, gluing filleting：A, the attachment such as the impurity in removing plate stitch, dust, brushes protection priming paint and finishing coat each one in plate stitch
Road；B, backing rod 23 is filled in plate stitch；C, upper U.S. line paper 25 is pasted on plate stitch both sides, is covered, to ensure fluid sealant
The lines that work are neat, do not pollute 3 surface of concrete slab；D, using the colloid-injecting gun gluing into plate stitch from top to bottom, fluid sealant is formed
Layer 24, it is ensured that plate stitch is closely knit, improves water proofing property（As shown in Figure 10）；
10th, mounted concrete slab 3 repaired, conserved.
The 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 solutions 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 technology cladding for BAU architectural concrete plates, it is characterized in that：Comprise the following steps,
S1, measurement, unwrapping wire, tests line；
S2, according to unwrapping wire position, in foundation wall（1）Suitable position on pass through the first installation bolt（6）The first angle steel is fixedly mounted
（2）；First angle steel at this time（2）Upper surface is in horizontally disposed；
S3, in the first angle steel（2）Upper surface pass through the first adjusting bolt（18）Installation sheet is fixedly mounted（5）, installation sheet（5）On
Along foundation wall（1）Thickness direction offers the second regulating tank（17）；
S4, according to the first angle steel（2）Position, in concrete slab（3）It is upper to pass through the second installation bolt（11）It is fixedly mounted second jiao
Steel（4）, the second angle steel（4）Upper surface is equipped with the second adjusting bolt（20）；
S5, carry concrete slab（3）To installation site, by the second adjusting bolt（20）It is fed through installation sheet（5）, adjusted second
Save bolt（20）Screw on the second adjusting nut in one end（21）；In the second regulating tank（17）The second adjusting bolt of interior slip（20）, protect
Demonstrate,prove concrete slab（3）Joint gap, levelness and verticality etc., tighten the second adjusting nut（21）, make concrete slab（3）Gu
Dingan County is mounted in foundation wall（1）On；Concrete slab at this time（3）With foundation wall（1）Between be equipped with gap；
S6, by all concrete slabs（3）Foundation wall is installed to according to step S5（1）On, installing all concrete slabs（3）Afterwards,
Gluing filleting, repairing, maintenance.
2. a kind of construction technology cladding for BAU architectural concrete plates according to claim 1, it is characterized in that：It is described
Installation sheet（5）On along foundation wall（1）Thickness direction offers the first regulating tank（16）, first adjusting bolt（18）It is fed through
One regulating tank（16）And it is slidably coupled to the first regulating tank（16）, first adjusting bolt（18）It is threadedly connected to first jiao
Steel（2）, first adjusting bolt（18）Threaded one end is connected with for being fixedly connected with the first angle steel（2）And installation sheet（5）'s
First adjusting nut（19）.
3. a kind of construction technology cladding for BAU architectural concrete plates according to claim 2, it is characterized in that：It is described
First regulating tank（16）Parallel to the second regulating tank（17）, and first regulating tank（16）Positioned at the second regulating tank（17）Along it
Width side.
4. a kind of construction technology cladding for BAU architectural concrete plates according to claim 3, it is characterized in that：Each
The concrete slab（3）It is equipped with four the second angle steel（4）, and four second angle steel（4）Concrete slab is distributed in respectively
（3）Four angles.
5. a kind of construction technology cladding for BAU architectural concrete plates according to claim 4, it is characterized in that：It is described
First adjusting nut（19）With the second adjusting nut（21）It is respectively positioned on installation sheet（5）Lower section.
6. a kind of construction technology cladding for BAU architectural concrete plates according to claim 5, it is characterized in that：It is described
Second adjusting bolt（20）On be arranged with for adjusting concrete slab（3）With respect to foundation wall（1）The adjusting gasket of setting angle（22）,
The adjusting gasket（22）It is located at equipped with two panels and respectively installation sheet（5）Both sides, the adjusting gasket（22）Push against the second transverse slat
（13）；In step S5, according to the actual grade of road in the second adjusting bolt（20）On be arranged the adjusting gasket of corresponding thickness
（22）, make concrete slab（3）Lower face is parallel to road.
7. a kind of construction technology cladding for BAU architectural concrete plates according to claim 6, it is characterized in that：It is described
First angle steel（2）Including being connected to foundation wall（1）Starting stave（7）With perpendicular to starting stave（7）The first transverse slat（8）, institute
State the first transverse slat（8）It is fixedly connected on starting stave（7）Upper end, the installation sheet（5）It is installed on the first transverse slat（8）Top, institute
State starting stave（7）On vertically offer the first mounting groove（9）, first installation bolt（6）It is fed through the first peace
Tankage（9）And it is slidably connected to the first mounting groove（9）, first installation bolt（6）It is fixedly connected on foundation wall（1）.
8. a kind of construction technology cladding for BAU architectural concrete plates according to claim 7, it is characterized in that：It is described
First installation bolt（6）It is pre-buried to be fixed on foundation wall（1）, first installation bolt（6）Threaded one end is connected with the first installation spiral shell
It is female（10）, the first installation nut（10）Push against starting stave（7）；In step s 2, first by the first installation bolt（6）Wear
Cross the first mounting groove（9）, by the first angle steel（2）Adjust to suitable position, tighten the first installation nut（10）, then by first
Nut is installed（10）With the first angle steel（2）It is welded and fixed.
9. a kind of construction technology cladding for BAU architectural concrete plates according to claim 8, it is characterized in that：It is described
Second angle steel（4）Including being connected to concrete slab（3）The second riser（12）With perpendicular to the second riser（12）The second transverse slat
（13）, second transverse slat（13）It is fixedly connected on the second riser（12）Upper end, the installation sheet（5）It is installed on the second transverse slat
（13）Top, second riser（12）On vertically offer the second mounting groove（14）, second installation bolt
（11）It is fed through the second mounting groove（14）And it is slidably connected to the second mounting groove（14）, second installation bolt（11）It is fixed to connect
It is connected to concrete slab（3）.
10. a kind of construction technology cladding for BAU architectural concrete plates according to claim 9, it is characterized in that：Step
In S6, gluing filleting includes the following steps,
A1, plate stitch basal plane are handled, and the attachment such as impurity, dust in removing plate stitch, brushes protection priming paint and finishing coat in plate stitch
Each one；
A2, backing rod（23）Filling；
A3, paste U.S. line paper（25）, the U.S. line paper in plate stitch both sides（25）Covered, to ensure that the work lines of fluid sealant are whole
Together, concrete slab is not polluted（3）Surface；
A4, gluing, using colloid-injecting gun into plate stitch gluing, it is ensured that gap is closely knit.
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